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Resolution 2020-31166 RESOLUTION NO. 2020-31166 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE NEIGHBORHOOD AND QUALITY OF LIFE COMMITTEE TO HOST AN EVENING TRANSPORTATION WORKSHOP ON THE SOUTH BEACH PEDESTRIAN PRIORTY ZONE FEASIBILITY STUDY RECOMMENDATIONS. WHEREAS, the South Beach Pedestrian Priority Zone ("PPZ") is a priority one project in the adopted 2016 Miami Beach Transportation Master Plan, and WHEREAS, the Transportation Master Plan was premised on a mode share goal and modal prioritization strategy adopted by the City Commission in 2015, which places pedestrians first; transit, bicycles, and freight second; and private automobiles third; and WHEREAS, the retained City consultants evaluated roadway characteristics to identify deficiencies with short-term, mid-term and long-term improvements; and WHEREAS, the proposed improvements will help mitigate the community's stated concerns with pedestrian and bicycle safety as reflected in the 2019 Miami Beach Resident Survey; and WHEREAS, the study area is by 16th Street to the north, South Pointe Drive to the south, Alton Road to the west, and Ocean Drive to the east; and bounded WHEREAS, since November 2018, there have been multiple internal meetings amongst city departments and with the Florida Department of Transportation and Miami-Dade County to review draft concepts and coordinate the implementation of the proposed South Beach PPZ; and WHEREAS, at the October 30, 2019 City Commission meeting, this item was referred to the Neighborhood/Community Affairs Committee for discussion; and WHEREAS, the proposed South Beach PPZ improvements support the City's adopted modal hierarchy and its vision to be a people-first City, where the pedestrian is prioritized in mobility options and community services are pathways to prosperity; and WHEREAS, at the February 3, 2020 Neighborhood and Quality of Life Committee meeting, in lieu of discussing the South Beach PPZ Feasibility Study, the Committee recommended that the City host an evening Transportation Workshop to discuss the proposed concepts with the community. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND THE CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept the recommendation of the Neighborhood and Quality of Life Committee, at its February 3, 2020 meeting, to host an evening Transportation Workshop on the South Beach Pedestrian Priority Feasibility Zone Study recommendations. PASSED and ADOPTED this 12th day February, 2020. ATTEST: 1 an Gelber, ayor 2i/8A2-cf/ 4 7?../ Rafhel E. Granado, City Clerk IINCORP ORATED) s„,.j :K.r APPROVED AS TO FORM & LANGUAGE & FOR EXECUTION gCJI- (_ d_4 --id 22 City Attorney Date Resolutions - C7 N MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: February 12, 2020 SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, TO APPROVE THE RECOMMENDATION OF THE NEIGHBORHOOD AND QUALITY OF LIFE COMMITTEE TO HOST AN EVENING TRANSPORTATION WORKSHOP ON THE SOUTH BEACH PEDESTRIAN PRIORITY ZONE FEASIBILITY STUDY RECOMMENDATI ONS. RECOMMENDATION The Administration recommends that the Mayor and City Commission approve the recommendation of the Neighborhood and Quality of Life Committee (NQLC) to host an evening Transportation Workshop on the South Beach Pedestrian Priority Zone(PPZ)Feasibility Study recommendations. NQLC After-Action At the Neighborhood and Quality of Life Committee meeting on February 3, 2020, in lieu of discussing the South Beach PPZ Feasibility Study recommendations, the Committee recommended that the City host an evening Transportation Workshop to discuss the proposed concepts with the community. BACKGROUND/HISTORY According to the 2019 City of Miami Beach Resident Survey, someone regularly rides a bicycle in 47% of Miami Beach households; however, 62,5%of residents do not feel safe riding a bicycle in Miami Beach According to the same survey, 67% of residents feel either unsafe or concerned when crossing intersections in Miami Beach. Specifically, 74%of residents feel that drivers do not yield to pedestrians at intersections. The South Beach Pedestrian Priority Zone (PPZ) is a priority one project in the adopted 2016 Miami Beach Transportation Master Plan(TMP). The TMP was premised on a mode share goal and modal prioritization strategy adopted by the City Commission in 2015 which places pedestrians first; transit, bicycles, and freight second; and private automobiles third. The South Beach PPZ encompasses the heart of South Beach. The study area is bounded by 16th Street to the north, South Pointe Drive to the south,Alton Road to the west, and Ocean Drive to the east. The study area (attachment 1) includes the South of Fifth and Flamingo Park neighborhoods as well as the Entertainment District. PPZs are areas where pedestrian-focused design guidelines and standards apply on all streets. PPZs are typically found in urban areas with high pedestrian activity and are intended to promote walking by creating safe streets for pedestrians and public gathering spaces. Even though PPZs prioritize pedestrians, other modes of transportation, Page 346 of 1185 such as bicycling and transit,may also benefit.Attachment 2 depicts key PPZ characteristics. Key study dates include May 12,2017-notice to proceed to Keith and Schnars May 26,2017-interdepartmental and agency kick-off meeting August 7.2017-public meeting at Miami Beach Regional Library to introduce South Beach PPZ and other feasibility studies April 2,2018-meeting with Flamingo Park Neighborhood Association(FPNA) • FPNA endorsed the proposed PPZ concepts via motion April 4,2018-meeting with the South of Fifth Neighborhood Association(SOF NA) • While there was general support for the proposed PPZ concepts, SOF NA expressed concerns regarding mixing of bicycles and pedestrians in heavily used shared-use paths and sidewalks November 2018-study close-out Since November 2018, there have been muttiple internal meetings amongst city departments and with the Florida Department of Transportation and Miami-Dade County to review draft concepts and coordinate the implementation of the proposed South Beach PPZ. At the October 30, 2019 City Commission meeting, this item was referred to the Neighborhood/Community Affairs Committee for discussion. ANALYSIS The South Beach PPZ Feasibility Study(attachment 3)applies PPZ standards defined in the adopted 2016 Miami Beach Street Design Guide to areas within South Beach, including South of Fifth, Flamingo Park, and the Entertainment District. The City's consultant team walked the area noting and evaluating the following roadway characteristics: posted speed limit, sidewalk width and condition, sidewalk obstructions, crosswalk type and conditions, sidewalk/curb alignment, lane width, bulb out locations, intersection control, walk/don't walk pedestrian signals and cycle length, shade coverage, lighting condition, on-street parking, bike lanes, bike sharing locations, transit stops, and overall walkability. Proposed South Beach PPZ improvements(attachment 3)are prioritized as follows: • Short-term improvements (0 to 2 years) can be implemented through existing city projects and services or initiated as stand-alone projects. Estimated cost: $1,835,000. Examples of projects which can be implemented through existing city projects include repainting crosswalks, removing/relocating minor sidewalk obstructions, minor sidewalk repairs,and increasing shade. Examples of projects which can be implemented as stand-alone projects include lowering speed limits, improving pedestrian signal timing, major sidewalk repairs, ensuring all signalized intersections have countdown pedestrian signal heads and implementing 'no right turn on red'prohibition at intersections where warranted. PPZ improvements affecting intersection traffic control and speed limits will require coordination with and approval by Miami-Dade County. • Mid-term improvements (2 to 4 years) include installing new crosswalks, ADA curb ramps, and bike lanes. These improvements will require further analysis,scope definition, and coordination with Miami-Dade County: thus,costs have not been developed at this time. • Long-term improvements (4+ years) apply new urbanism design standards to an entire corridor or neighborhood and are often implemented as part of comprehensive right-of-way improvement projects (e.g. widening sidewalks, installing new pedestrian-oriented street lighting,relocating underground utilities to create clear sidewalk paths, and adding canopy trees). These improvements will require further analysis and scope definition:thus,costs have not been developed at this time. Implementation and Funding The City anticipates implementing the South Beach PPZ by including short-term improvements Page 347 of 1185 in the scheduled work plan of multiple city departments over the next several years and by incorporating proposed mid-term and long-term PPZ improvements as part of future neighborhood improvement/stormwater resilience projects. Funding for implementation of the South Beach PPZ has been appropriated in the City's capital budget. There is $300,000 appropriated in fiscal year (FY) 2018/19 and $650,000 appropriated in FY 2019/20. Given anticipated funding constraints in future projects in South Beach, the existing capital funds will be essential to implement the proposed South Beach PPZ improvements as part of above-ground enhancements in future resilience projects in the South Beach area. CONCLUSION The proposed South Beach PPZ improvements support the City's adopted modal hierarchy and its vision to be a people-first city where the pedestrian is prioritized in mobility options and community services are pathways to prosperity. Additionally, the proposed improvements will help mitigate the community's stated concerns with pedestrian and bicycle safety as reflected in the 2019 Miami Beach Resident Survey. The Administration recommends that the Mayor and City Commission approve the Neighborhood and Quality of Life Committee's recommendation that the City host an evening Transportation Workshop to discuss the South Beach Pedestrian Pnonty Zone Feasibility Study recommendations with the community. Applicable Area South Beach Is this a "Residents Right Does this item utilize C.O. to Know" item, pursuant to Bond Funds? City Code Section 2-14? No No Strategic Connection Mobility- Improve the walking and biking experience. Legislative Tracking Transportation and Mobility ATTACHMENTS: Description • ATTACHMENT 1 • ATTACHMENT 2 CI ATTACHMENT 3 D Resolution Page 348 of 1185 • t i 4 II I /ft , 0 ,„,1 ,.w ..,c 1,4.4 f , en , 44v74.1.,,,,,-.. . Ilfg N'0,7-,,, i I i i 1 i *C4: '41- 11 1 i i ' Q 2 � � 1; g .41'.. . i e t I E ! z Z 1 W d j u. a. 2 to lit f 5. 1 , v, a 0 , -.4. V 7:., 4 ...'.....,11., so i „ea- (Li 2 i< , 144 � 401 it I V a o`er W I Z x at I 0 U Page 349 of 1185 .a Attachment 2 Downtown Pedestrian Priority Zone 1• Create a Clear Pedestrian Path 6. Extend the Sidewalk at all Intersections Provide a minimum six foot unob- - Provide sidewalk bulb-outs extending ,r,}r - structed pedestrian path at all amiat least 20 feet from crosswalks in , sidewalks _ either direction at all street intersec ~f I tions and curb radii not exceeding 7415 feet ow r .crcxs ,s.e w..a,�t a,r akwolws yrE a.,r.see - '*''1111, a 0111111=115. +a atandtwn ...,aw .-.ter.., wM. xee. sid amarfait —. ImoyryP .. •!1411daitlraae.a,.Ina.s.,w.e..,,- yank aaaboa.-...s..nred,r.ry<A.w Align Curb Ramps with Sidewalks 7t Enhance Mid-Block Lighting Provide broad spectrum iwhitel Provide perpendicular curb ramps at -mid block street lighting that ensures M all intersections • a consistent and uniform distribution of illumination on all sidewalks *' rse • • onayarEc -- • - °Matras ' mr..km new'Wreak r....w.sr,,n:1.4.1.e k.a.. 3. Require Crosswalks at all Intersections " 8. Provide Shade at Sidewalks Provide marked crosswalks at all - Provide continuous shade tree canopy intersections at all four corners and IM t 1 on all sidewalks with widths 10 feet or • - mid-block crosswalks at ; ' + greater:where sidewalks are less than blocks greater than 400 feet °" -4 S 10 feet wide,require adjacent buildings , i 4 to have canopies,overhangs and?or _ - Y other architectural devices that provide - _ a shade onto the sidewalk area aria.cr's. 7 - -.. n; '•••'' kw: Lasataaasaair atw,i, .e•flan. . Provide Automatic Countdown Designate 25 MPH Speed Limit Timers with More Crossing Time 9• Provide pre-timed fixed signals at allF To be designed to and posted at a traffic controlled Intersections with amaximum speed limit of 25 miles per minimum of one second of crossinghour time for every 2.8 feet of street width on.s.anrs • aw s..* 9tt'ti onaa cr Es _ _.y__::r.-rr•Ml - £{ rdfiaC r 60,UbilY�*eairas Y..P4.',Var./ • fi -ave,. ,s ,, • Reduce Drive Lane Widths '' o. Prohibit Right Turns On Red Provide driving lane widths of no more - Prohibit'right turn on red"at all than 10 feet,turning lanes of no more ri intersections. r t r s than 12 feet,and sharrow lanes of no .. - __ amore than 12 feet. 01111#COIFS ++c -sa•.r ^iiY� 7► d.' AQUALIlude5tse,jyan,,f4 a..ha.5 ii n wayOMR- oat & ??:'-` ...w.r<Irma k..,and.r......+...,rt I aMkf,ds s•cwrt,i.srre,Ioeetat.w,..,, • i.' at'AWK1Ou it5aj,C IMP, ,.....i I Ra.-. - 4M44rve*nnan van of or+a+es 4•0x.+d.,«,,::..,. REVISED elan.20/a Page 350 of 1185 Attachment 2 IFKEITH & SCHNAPS MIAMI- BEACH PEDESTRIAN PRIORITY ZONE STUDY - PHASE I Technical Memorandums for Tasks 4-6 I January 29, 2018 Page 351 of 1185 Miami-Beach Pedestrian Priority Zone Study (Tasks 46) — Phase I Table of Contents I INTRODUCTION 1 II STUDY OBJECTIVES 1 III DATA COLLECTION 3 IV EXISTING CONDITIONS 3 V DEFICIENCIES._ 17 VI RECOMMENDED IMPROVEMENTS 37 VII SHORT-TERM IMPROVEMENT COSTS 40 VIII IMPROVEMENT CONCEPTS AND COSTS 44 List of Tables Table 1: Field Data Summary .. 39 Table 2: Unit Cost of Potential Improvements 45 Table 3: General Preliminary Cost Estimated for PPZ Improvements 46 Table 4: Short-Term Actions-Replacement of Faded Crosswalks with Eemphasis Crosswalks 47 List of Figures Figure 1: Study Area 2 Figure 2: Sidewalk Typical Width 20 Figure 3: Sidewalk and Obstruction Composite Score 21 Figure 4: Existing Crosswalks and Right-Turn Lanes 22 Figure 5: Curb Alignment with Sidewalk and Crosswalks 23 Figure 6: Posted Speed Limit 24 Figure 7: Lane Width 25 Figure 8: Bulbout Locations 26 Figure 9: Intersection Control 27 Figure 10: Signal Pedestrian Phases and Cycle Lengths 28 Figure 11: Shade Coverage 29 Figure 12: Lighting Conditions 30 Figure 13: Lighting Conditions(Alton Rd, S. Pointe Dr., Ocean Dr&Collins Ave) 31 Figure 14: Lighting Conditions(Ocean Dr.. Washington Ave. Collins,Ave) 32 Figure 15: Lighting Conditions(2nd Street Michigan Ave & Meridian Ave) 33 Figure 16: Picture of Damaged Sidewalks 34 Figure 17: Pictures of Mail Storage Blocking the Sidewalk 35 Figure 18: Pictures of Signs and other Obstructions 36 Attachments Attachment 1: Kick-off Meeting Minutes Attachment 2: Data Collection Summary Forms Attachment 3: List of Pictures Showing Short-Term Improvements Attachment 4: Crash Summaries—Maps of Parking, Hotel,transit, Places of Worship and pedestrian generators Attachment 5: Concept Plans and Preliminary Cost Estimates for 6'''Street Attachment 6: Concept Plans and Preliminary Cost Estimates for Meridian Avenue and Pennsylvania Avenue Attachment 7: Concept Plans and Preliminary Cost Estimates for Improved Pedestrian Pathway Page 352 of 1185 KEITH sCHNARS MEMORANDUM TO: Lynda Kompelien Westin, AICP Transportation Manager City of Miami Beach COPIES TO: Levi K. Stewart, MSURP, Planning Analyst City of Miami Beach Heidi Siegel, AICP, Keith & Schnars John P. Krane, P. E., Keith & Schnars José Luis Rodriguez, P.E., Keith & Schnars FROM: Fadi Emil Nassar, PhD., P.E., P.T.O.E, Keith & Schnars DATE: January 29, 2018 (revised) SUBJECT: Task 4 Documenting Existing Conditions Task 5 Identifying Deficiencies Task 6 Recommended Improvements Task 8 Conceptual Designs Miami Beach Pedestrian Priority Zone Feasibility Study Keith & Schnars Project No. 18237.03 I. INTRODUCTION This Technical Memorandum presents a summary of Task 4 Documenting Existing Conditions, Task 5 Identifying Deficiencies, Task 6 Recommended Improvements and Task 8 Conceptual Designs for the Miami Beach Pedestrian Priority Zone Feasibility Study(PPZ). II. STUDY OBJECTIVES The two objectives of this pedestrian priority zone feasibility study are first to evaluate the feasibility of applying the Pedestrian Priority Zone (PPZ) as defined in the City Design Guidelines to the study area in South Miami Beach, and second to develop conceptual designs which implement PPZ concepts. The study area is depicted in Figure 1 and is bordered by 16th Street to the north, S. Pointe Drive to the south, Alton Road to the west and Ocean Drive to the east. PPZs are areas where pedestrian focused design guidelines and standards apply on all streets. When implemented. PPZs create an integrated network of streets, pathways and transit hubs that support pedestrians. PPZs can also improve the quality of life and livability of an area by promoting affordable, healthy and environmentally sustainable transportation system. The PPZ in this study is defined broadly and not limited to the minimum requirement thresholds. All feasible improvements that will enhance the safety, comfort, and connectivity of pedestrians are addressed in this document including short term improvements that can be quickly implemented. The kick-off meeting minutes for this project are included in Attachment 1. Keith & Schnars 16500 North Andrews Avenue i Ft. Lauderdale, Florida 33309-2132 (954) 776-1616 i (800) 488-19er (40�71-7690 www.KSFLA.com Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements _south Leach Pedestrian Pnority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) Figure 1 Miami Beach PPZ Study Area >E i g . g z 4040 se ii ata...LA MT ,My r+,... ,ATN/t . CI I ,]rN rot 'A 2Y NOMAD TES 11M IT i 1 ISM n „MR Arm it • 11111T • RM I S '4 M 1111 sr .' ,mss 4111 n I x t 1M S1 .....«...........•• r' 1 .." .t.s y..1 Y+ IT..„). YID S' • Legend .i=g I s n.'t 5r1rod5 is.St 111111111 F1onw1_.arr , rus N.yhDf tsood e'. S' i South Point N4ghhnhnod hiViViti64 Pails YU4s ��� Bk ti Water 0 006 01 02 03 04 �`+ tm M 1 .••M ....,_,.....„„,_g,................... KKEITH SCHNARSPage 354 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29.2018(revised) III. DATA COLLECTION The work effort included collecting data and information from various sources including: 1. Available (As Built) roadway plans 1 surveys/right-of-way plans/cross sections/ utility plans; 2. Existing signal timings; 3. Available traffic and pedestrian counts; 4. Crash data: 5. Existing and future land use maps: 6. Documented public input; 7. City, County and FDOT guidelines, policies and regulations; 8. City transportation and bicycle master plans; 9. Transit services and bus stops; 10. Bike network; 11. Previous transportation studies: and 12. Location of parking facilities, places of public interest, worship centers and commercial activity. A separate memorandum has been prepared providing additional information on collected data and reviewed documents. IV. EXISTING CONDITIONS Collected data and documents in addition to extensive field reviews and measurements were used to document existing conditions as related to pedestrians. The general and specific observations related to existing pedestrian conditions throughout the study area are presented next. Detailed information for each road segment is provided in the data collection sheets provided in Attachment 2. Additional figures illustrating existing conditions are included in the Deficiency section of the report as they also illustrate variations from PPZ standards. General Observations: A. Sidewalks 1. All road segments have sidewalks. 2. Sidewalks generally aligned with crosswalks. 3. Most sidewalks are textured concrete, paver blocks used at some locations south of 5th Street. 4. Most sidewalks are 5-foot wide, except for Alton Road, 5th Street, Washington Avenue, Collins Avenue, Ocean Drive and the area south of 5th Street which have sidewalks 6 to 10 feet wide. B. Crosswalks 1. Crosswalks are generally provided at all intersections. 2. Crosswalks with texture (paver blocks or stamped concrete) are constructed along Collins Avenue, Alton Road South of 4th Street, Washington Avenue and Ocean Boulevard south of 5th Street, and the east-west approaches of 5th Street intersections. KKEITH -3- SCHNARS Page 355 of 1185 Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No 18237.03 January 29,2018(revised) 3. High emphasis crosswalks are provided along Alton Road. Espanola Way, Washington Avenue and Ocean Drive north of 5th Street, and the north-south approaches of 5th Street intersections. C. Bike Lanes 1. Green bike lanes are provided on 16t' Street, Alton Road south of 4'" Street, S. Pointe Drive and Ocean Drive south of 5'" Street. 2. Bike lanes marked with a diamond sign are provided on 5th Avenue and Euclid Avenue. 3. Sharrow lanes (shared) are provided on Alton Road, Washington Avenue and Collins Avenue. It should be noted that sharrow lanes have not been proven to enhance cyclist safety. D. Posted Speed The desirable posted speed for a PPZ is 25 mph. The only road within the study area with a posted speed of 25 mph, excluding school zones, is 3'd Street. The remaining street have a posted speed of 30 mph except for Alton Road and Washington Drive where the speed is 35 mph north of 5t" Street. It should be noted that Washington Avenue had a posted speed of 25 mph south of 5'" Street. however, the posted speed was recently changed to 30 mph. Posted speeds in the study area are summarized below. 1. Alton Road & Washington Avenue north of 5th Street: 35 MPH. 2. Other roads: assumed 30 MPH (except for school zones). 3. Posted speed sign missing from most road sections. 4. No posted speed signs on all east-west roads except 3rd Street and 5'0 Street. 5. No posted speed on Jefferson Avenue, Meridian Avenue, Euclid Avenue and Drexel Avenue. 6. School zone speed (15 MPH) on 2'd Street, 41h Street, 14th Street. Euclid and Drexel Avenues. E. Traffic Control Most intersections operate with a 2-way or 4-way stop sign control except for Alton Road, Washington Avenue, Collins Avenue, 16th Street, 15'h Street 11th Street and 5th Street that are signalized. Meridian Avenue and Ocean Drive are partially signalized. Unsignalized intersections are predominately 4-way stops except for the one-way northbound Collins Court and Ocean Court alleyways which have stop signs in the northbound direction. F. Signal Timing and Pedestrian Phases Traffic signals within the study area operate at various cycles. Alton Road north of 5t" Street operates at 150 sec cycles in both the AM and PM peak periods. 5th Street operates at a 180 sec cycle in the AM and 140 sec cycle in the PM peak period. Washington Avenue signal cycle lengths are mostly 100 sec during the AM and 110 sec during PM peak periods. Collins Avenue signals operate mostly at 100 sec during both the AM and PM peak periods. Most of the remaining signals are fully actuated with variable cycle length. All intersections have a pedestrian phase with an adequate Walk/Don't Walk phase based on a walking speed of 3 feet per second. Most locations have a push button to activate the pedestrian phase and at some locations an audible signal to assist visually impaired individuals. The pedestrian phase at signals along 5th Street has no minimum recall mode and the pedestrian phase is skipped if the push button is not activated. KEITH -4- SCHNARS Page 356 of 1185 Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) G. Street Lighting All road segments are lighted. Light poles generally provide adequate illumination for the road segments. On the west side of Ocean Drive, lights are attached to the trees instead of light posts. The majority of light posts consist of 3 types: 1. Typical bent mast arm. 2. I-type post. 3. Modern curved style post used on Collins Avenue. The commercial roads from Washington Avenue to Ocean Drive generally have excellent lighting conditions generated by both street lights and commercial businesses. The lighting conditions along Collins Avenue where unique light posts are installed is good but not as great as the lighting conditions along Washington Avenue, Ocean Drive and S. Pointe Drive. The area located south of 5th Street generally has the new type of light post with very good lighting conditions. 2rd and 3rd Streets have trees that slightly diminish mid-block lighting but is still good. Other streets have mainly palm trees that do not obstruct light. The area north of 5th Street and west of Washington Avenue has mostly a traditional lighting system that is good but less effective than the new style light post found south of 5th Street. Furthermore, the lighting on the roads parallel to the park (Michigan Avenue and Meridian Avenue) are partially obstructed by large trees. It was observed that the new light posts are installed on improved roads such as 11th Street next to the Flamingo Park. Illustrative pictures taken at night and grading of lighting conditions are provided in the Deficiency section of this memorandum. H. Shading Field visits were conducted and Google maps were reviewed to estimate the percent of shade for each section of roads within the study area. The primary source of shade is trees. Other sources include awnings and building shades. Palm trees are the predominant landscaping tree and the main source of shade. Large trees are primarily located along Meridian Avenue and Michigan Avenue adjacent to the Flamingo Park. Quite a few large trees were recently damaged or toppled by Hurricane Irma. Field notes were adjusted assuming most of the toppled trees will be replaced to maintain the tree canopy. The field sheets provided in Attachment 2 include the percent shade and type of shade for each roadway segment and per direction of travel. I. Pedestrian Crashes Vehicle and pedestrian crashes were obtained for the study area for the years 2012-2016. Attachment 4 includes a graphical summary of crash data. Pedestrian crashes were spread out throughout the study area with no major cluster of accidents. The highest concentration of pedestrian crashes was along Washington Avenue, Collins Avenue, and Alton Road between 11th Street and 16th Street. KKEITH -5- SCHNAPS Page 357 of 1185 Lynda Kompelien Westin.ACCP Tasks 4-6 Existing Conditions-Deficiencies-Improvements Smith Reach Pedestrian Priority Zone Feasibility Study Keith 8 Schnars Project No. 18237.03 January 29.2018(revised) Individual Roadways: The roadway network in the South Beach study area is a NS/EW grid-pattern system. There are 11 north- south streets/avenues extending from South Pointe Drive north to 16th Street, a distance of approximately 1.5 miles. Likewise. there are 18 streets extending from Alton Road in the west to Collins Avenue in the east, with lengths varying from 0.3 Mile to 0.75 mile. In general. all of the study area streets have sidewalks along both sides of the roadways, with ADA-like treatments at the intersections and crosswalks. Lighting is provided along all of the streets although some lighting units may be obscured due to large trees and other landscaping features. While the bulk of the study area is comprised of low-rise residential buildings located within the core areas of the Flamingo and South Pointe neighborhoods, the commercial, office, entertainment, and services are located primarily along the periphery limits of the neighborhoods along Alton Road, Washington Avenue, Collins Avenue, Ocean Drive, and 5th Street. An interesting feature of the area is that, with few exceptions, the residential and other developments front the north-south streets, and thus provide the main pedestrian accesses for the local developments and services. Almost all of the streets within both neighborhoods are characterized by continuous curb parking which is regulated as resident parking zones (primarily between Alton Road and Washington Avenue. Within the Flamingo Neighborhood between 5'h Street and 16th Street (south-north) and Ocean Drive and Alton Road (east to west) and west of Washington Avenue, the streets traverse mostly low-rise residential apartment buildings. A few single family homes are located at the western sector near Flamingo Park. East of Washington Avenue, besides some low-rise apartment buildings, the streets serve multi-use facilities, hotels, public service facilities, the beach corridor, and entertainment centers. Likewise, within the South Pointe Neighborhood between South Pointe Drive and 5th. Street (south-north) and west of Washington Avenue. the streets traverse mostly residential areas. The streets west of Washington Avenue. and within the Flamingo Neighborhood, between South Pointe Drive and 5'" Street, serve mostly low-rise residential apartment buildings. The high-rise apartments and condos are located either west of Alton Road or south of South Pointe Drive. East of Washington Avenue, besides some middle to high-rise apartment buildings and hotels, the streets serve multi-use facilities, public service facilities, and entertainment centers. The east-west streets west of Washington Avenue tend to have narrower sidewalks (5 feet or less), higher instances of obstructions, about the same degree of shading than those east of Washington Avenue. KKEITH -6- SCHNAPS Page 358 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith 8 Schnars Project No. 18237.03 January 29,2018(revised) Shading along the east-west streets is more prominent along the south sides of the streets than on the north side since the buildings add to shade due to the position of the sun. South Pointe Drive South Pointe Drive provides some of the widest and most spacious sidewalks (6 to 10 feet) and most enhanced pedestrian crossings in South Beach, as well as green bike lanes. Since the street is four lanes wide (11 foot lanes plus parking) with a median, pedestrian crossings are longer. Although it is a multi-lane road which intersects major north-south streets like Washington Avenue and Collins Drive, it has no signalized intersections. The street serves a mixture of high-rise residential and commercial uses and provides direct access to the beach. Sporadic shading is provided by trees and buildings along the north side of the street and by tall palms and large buildings along the south side of the street. Very few sidewalk obstructions are found along either side of the street. 1St Street The street serves a mixture of high-rise residential and commercial uses. including hotels, and, like many of the east-west streets, provides direct access to the beach. The street has no bike lanes. West of Washington Avenue, 1st Street has one travel lane in each direction and a median. The latter is unique in that it features parking provided along both sides of the median in addition to regular curb parking. This creates longer pedestrian crossings. The sidewalks are wide (>6 feet) and have few obstructions along either side of the street. Shading along this segment is provided mostly by trees and awnings and it tends to be effective. East of Washington Avenue, the street narrows to the typical two-way, two-lane with parking configuration found in South Beach. However, sidewalks are wide (> 6 feet) but have a greater number of obstructions. Shading along this segment is provided by trees and it tends to be less effective. 2nd Street West of Washington Avenue, 2^d Street serves mostly low-rise residential buildings, some more recent than others. The street has no bike lanes. The sidewalk widths are typical at 6 to 7 feet. Although there are few obstructions along the south side of the street, the north side has a number of light posts and other features that significantly reduce walkability. Shading along this segment is provided mostly by trees. East of Washington Avenue, 2nd Street serves a mix of residential. commercial, and public service facilities. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are narrower at 5 to 5.5 feet. There are fewer obstructions than those found west of Washington Avenue. Shading along this segment is provided mostly by trees. KKEITH -7- SCHNARS Page 359 of 1185 Lynda Kompelen Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Shidy Keith&Schnars Project No. 18237.03 January 29,2018(revised) 3rd Street West of Washington Avenue, 3rd Street serves low-rise residential buildings. The street has no bike lanes. The sidewalk widths are wide at 7 feet but have a greater degree of obstructions which reduces the effective sidewalk widths to less than 5 feet in many points. Shading along this segment is provided mostly by trees with good coverage along the south side but poor coverage along the north side. East of Washington Avenue, 3rd Street serves a mostly low-rise residential facilities and the Jewish Museum of Florida. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wide at 7 feet but have a greater degree of obstructions, in particular the north side of the street, which reduces the effective sidewalk widths to less than 5 feet in many points. Shading along this segment is provided mostly by palm trees(shading less than 50%). 4th Street West of Washington Avenue, 4th Street serves a mix of uses including low-rise residential buildings, offices, commercial, and the South Pointe Elementary School. The street has no bike lanes. The sidewalk widths are about 6 feet but have a high degree of obstruction along both sides of the street which reduces the effective sidewalk widths to less than 4 feet in many points. Shading along this segment is provided mostly by palm trees with poor coverage(<35%along the south side and < 50%along the north side). East of Washington Avenue, 4th Street serves a mostly low-rise residential area and a parking facility. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wide at 7 feet but have a greater degree of obstructions along both sides of the street, which reduces the effective sidewalk widths to less than 5 feet in many points. Shading along this segment is sporadic provided mostly by palm trees and it tends to be ineffective (overall shade coverage about 10%to 20%). 5th Street(SR A1A) West of Washington Avenue, 6th Street serves exclusively commercial uses. The street has bike lanes. The sidewalk widths are some of South Beach's most spacious sidewalks with widths ranging from 11 feet to 28 feet with minimal obstructions. Shading along this segment is provided mostly by trees with moderate coverage(40%to 60%)along both sides of the street. East of Washington Avenue, 5th Street serves exclusively commercial uses. The street has diamond bike lanes up to Collins Avenue. The sidewalk widths are some of South Beach's most spacious sidewalks with widths ranging from 10 feet to 32 feet with minimal obstructions. Shading along this segment is provided by trees with moderate coverage (40%to 70%). 6th Street(Flamingo) West of Washington Avenue, 6th Street serves a mix of uses including low-rise residential buildings and commercial. The street has no bike lanes. The sidewalk widths are about 5 feet but have a high degree of K ' KEITH -8- SCHNARS Page 360 of 1185 Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestnan Pnonty Zone Feasibility Study Keith 8 Schnars Project No. 18237.03 January 29,2018(revised) obstructions along both sides of the street which reduces the effective sidewalk widths to less than 4 feet in many points. Shading along this segment is provided mostly by trees with poor coverage (<20% along both sides of the street). East of Washington Avenue, 6" Street serves mostly low-rise residential building and some commercial. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are about 5 feet but have a high degree of obstructions along both sides of the street which reduces the effective sidewalk widths to about 3 feet in many points. Shading along this segment is provided by a combination of trees, awnings, and adjacent buildings resulting in an ineffective coverage ranging from 10% to 40%. 7th Street(Flamingo) West of Washington Avenue, 7th Street serves primarily low-rise residential uses with mixed uses nearest Alton Road. The street has no bike lanes. The sidewalk widths are about 5 feet but have a high degree of obstructions along both sides of the street which reduces the effective sidewalk widths to 4 feet or less at many points. Shading along this segment is provided mostly by palm trees and some medium sized shade trees with poor coverage (<20%) along both sides of the street. East of Washington Avenue, 7'" Street serves mostly commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wider averaging about 7 feet but have a high degree of obstructions along both sides of the street which reduces the effective sidewalk widths to less than 5 feet at various locations. Shading along this segment is provided by a combination of palm trees and adjacent buildings resulting in an uneven and ineffective coverage ranging from 10% to 50%. 8th Street(Flamingo) West of Washington Avenue, 8m Street serves primarily low-rise residential uses with mixed uses nearest to Alton Road. The street has no bike lanes. The sidewalk widths are about 5 feet but have a number of obstructions along both sides of the street which reduces the effective sidewalk widths to 4 feet or less at many points. Shading along this segment is provided mostly by trees with poor coverage (<30%) along both sides of the street. East of Washington Avenue, 8'h Street serves mostly commercial uses. It operates one-way westbound from Ocean Drive to Washington Avenue. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wider averaging about 7 to 8 feet but have a high degree of obstructions along both sides of the street which reduces the effective sidewalk widths to less than 5 feet at various locations. Shading along this segment is provided by a combination of trees and adjacent buildings resulting in an uneven and ineffective coverage ranging from 10% to 60% along the north side and from 10% to 50% along the south side. KKEITH -9- SCHNAPS Page 361 of 1185 Lynda Kompetien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beech Pedestrian Priority Zone Feasihility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) 9th Street(Flamingo) West of Washington Avenue, 9'" Street serves primarily low-rise residential uses with mixed uses near Alton Road. The street has no bike lanes. The sidewalk widths are about 5 feet but have a number of obstructions along both sides of the street which reduces the effective sidewalk widths to less than 4 feet at many points. Shading along this segment is provided mostly by trees with poor coverage (from 5% to less than 30%) along both sides of the street. East of Washington Avenue, 9'" Street serves mostly commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wider averaging about 7 to 8 feet but have a high degree of obstructions along both sides of the street which reduces the effective sidewalk widths to about 5 feet at various locations. Shading along this segment is provided by a combination of trees and adjacent buildings resulting in an uneven and ineffective coverage ranging from practically 0% to 15%. 10th Street(Flamingo) West of Washington Avenue, 10'' Street serves primarily low-rise residential uses with mixed uses near Alton Road. The street has no bike lanes. The sidewalk widths are about 5 feet but have a number of obstructions along both sides of the street which reduces the effective sidewalk widths to less than 4 feet at several points. Shading along this segment is provided mostly by trees with poor coverage (<20%) along both sides of the street. East of Washington Avenue, 10" Street serves mostly mixed residential and commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wider averaging about 7 to 8 feet but have a high degree of obstructions along both sides of the street which reduces the effective sidewalk widths to about 5 feet at various locations. Shading along this segment is provided by a combination of trees and adjacent buildings resulting in an uneven and ineffective coverage of about 10%. 11th Street(Flamingo) Between Alton Road and Meridian Avenue, 11'" Street borders the southern limit of Flamingo Park. The south side of the street is primarily low-rise residential. East of Meridian Avenue to Washington Avenue, the adjacent land uses are primarily low-rise residential. The street has no bike lanes. The sidewalk widths are about 5 feet except for the recently constructed segment between Jefferson and Meridian Avenues which has a 10 foot sidewalk. The rest of the sidewalks have a number of obstructions along both sides of the street which reduces the effective sidewalk widths from to 3 feet to 4 feet at several points. Shading along this segment is provided mostly by palm and shade trees with poor coverage (<25%) along both sides of the street. East of Washington Avenue. 11t" Street serves mostly commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths KKEITH -10- SCHNARS Page 362 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) are wider averaging about 7 to 8 feet but have a high degree of obstructions along both sides of the street which reduces the effective sidewalk widths to about 4 feet at various locations. Shading along this segment is provided by a combination of trees, awnings. and adjacent buildings resulting in extreme and uneven shading from 10% to 85% along the north side and from 5% to 25% along the south side. . 12th Street(Flamingo) The two block segment of 12'" Street between Alton Road and Michigan Avenue borders the northern limit of Flamingo Park. The north side of the street is occupied by single family homes. The street has no bike lanes. At Michigan Avenue, the sidewalks connect with the Flamingo Park walkways. The sidewalk widths are about 5 feet with a number of obstructions along both sides of the street which reduces the effective sidewalk widths to about 4 feet at several points. Shading along this segment is limited to trees which provide uneven shade coverage (less than 60%). Between Meridian Avenue and Washington Avenue, the prevailing land use is low-rise residential. The street has no bike lanes. The sidewalk widths are about 5 feet with a number of obstructions along both sides of the street which reduces the effective sidewalk widths to about 3.5 to 4 feet at several points. Shading along this segment is provided mostly by trees and buildings with moderate but uneven coverage (20%to 70%) along both sides of the street. East of Washington Avenue, 12th Street serves mostly mixed residential and commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wider averaging about 7 feet but have a number of obstructions along both sides of the street which reduces the effective sidewalk widths to about 4 feet at various locations. Shading along this segment is provided by a combination of trees, awnings, and adjacent buildings resulting in poor shading along both sides of the street (coverage of 15% to 30%). 13th Street(Flamingo) The two block segment of 13th Street between Alton Road and Michigan Avenue is occupied by single family homes. The street has no bike lanes. At Michigan Avenue, the sidewalks connect with the main Flamingo Park walkway which traverse the park exiting at Meridian Avenue. The sidewalk widths are about 4 feet with little or no major obstructions along both sides of the street. Shading along this segment is limited to trees which provide uneven shade coverage (between 10% and 50%). Between Meridian Avenue and Washington Avenue, the prevailing adjacent land use is low-rise residential. The street has no bike lanes. The sidewalk widths are about 5 feet with a number of obstructions along both sides of the street which reduces the effective sidewalk widths to about 4 feet at several points. Shading along this segment is provided mostly by trees and buildings with moderate but uneven coverage (5% to 50%) along both sides of the street. East of Washington Avenue, 13th Street serves mostly mixed residential and commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wider averaging about 7 feet with few obstructions along both sides of the street. KKEITH _11_` SCHNAPS Page 363 of 1185 Lynda Kompetten Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Prianty Zona Feasibility Study Keith&Schnars Project No. 18237.03 January 29. 2018(revrsedj Shading along this segment is provided by a combination of trees, awnings, and adjacent buildings resulting in poor shading along both sides of the street (coverage of 10% to 50%). 14th Street(Flamingo) The two block segment of 14th Street between Alton Road and Michigan Avenue is occupied by single family homes. The street has no bike lanes. The sidewalk widths are about 4 feet with some obstructions along both sides of the street which tend to reduce the effective widths to 3.5 feet. Shading along this segment is limited to trees which provide uneven shade coverage (between 10% and 30%). Between Meridian Avenue and Washington Avenue, the prevailing adjacent land use is low-rise residential with a school between Drexel Avenue and Washington Avenue. . The street has no bike lanes. The sidewalk widths are about 5 feet with a number of obstructions along both sides of the street which reduces the effective sidewalk widths to about 3 to 3.5 feet at several points. Shading along this segment is provided mostly by trees and buildings with poor and uneven coverage (10% to 40%) along both sides of the street. East of Washington Avenue, 14'^ Street serves mostly commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wider than average up to 9 feet with few major obstructions. Shading along this segment is provided by a combination of trees, awnings, and adjacent buildings resulting in poor shading along both sides of the street(coverage of 0% to 20%). Espanola Way (Flamingo) Between Jefferson Avenue and Meridian Avenue, Espanola Way is a local residential street serving single family homes. The sidewalks are very narrow at 4 feet. Shading is provided by trees and is moderate (20%-40% coverage). There are no bike lanes. Between Meridian Avenue and Pennsylvania Avenue, Espanola Way serves low-rise residences. Traffic flow is one-way westbound. The sidewalks are very narrow at 4 feet. Shading is provided by trees and is moderate (20%-40% coverage) Between Pennsylvania Avenue and Drexel Avenue, Espanola Way serves commercial and school uses. Traffic flow is one-way westbound. The sidewalk widths vary from 4 to 12 feet and have some obstacles that narrow the sidewalks to 3 feet at a few points. Shading is provided by trees, awnings, and buildings and is moderate to good (60%-80% coverage). The segment between Drexel Avenue and Washington Avenue is a pedestrian zone with shops and restaurants. Shading is excellent as a result of effective landscaping. East of Washington Avenue, Espanola Way operates as a two-way street and serves commercial uses. The street has no bike lanes. The sidewalk widths are very wide (10 feet) and have little or no obstructions. Shading along this segment is provided by a combination of trees and adjacent buildings resulting in moderate shading (50%). KEITH -1 2- SCHNAPS Page 364 of 1185 Lynda Kompelien Westin.ACCP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith 8 Schnars Project No. 18237.03 January 29,2018(revised) 15th Street(Flamingo) West of Washington Avenue, 15t" Street serves primarily mixed low-rise residential commercial uses with mixed uses nearest Alton Road. The street has no bike lanes. The sidewalk widths are about 5 feet but have a number of obstructions along both sides of the street which reduces the effective sidewalk widths to 4 feet or less at many points. Shading along this segment is provided mostly by trees with low to moderate coverage (5% to 40%) along both sides of the street. East of Washington Avenue, 15'" Street is one block long and serves mostly commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk widths are wider averaging about 8 feet but have a high degree of obstructions along both sides of the street which reduces the effective sidewalk widths to about 5 feet at various locations. Shading along this segment is provided by trees with coverage of 60% to 70%. 16th Street (Flamingo) West of Washington Avenue, 16th Street serves primarily mixed low-rise residential commercial uses with commercial uses nearest Alton Road and Washington Avenue. The street has green bike lanes between Alton Road and Washington Avenue. The sidewalk widths are about 5 feet but have a number of obstructions along both sides of the street which reduces the effective sidewalk widths to 4 feet or less at many points. The widest sidewalks sections are found nearest Alton Road and Washington Avenue (9 to m10 feet). Shading along this segment is provided mostly by trees and some awnings with low to moderate coverage (5% to 40%) along both sides of the street. East of Washington Avenue, 16th Street is one block long and serves mostly commercial uses. The street serves as a direct pedestrian access to the beach east of Ocean Drive. The street has no bike lanes. The sidewalk width along the north side is 5 feet but with some obstacles, the effective width is reduced to about 4 feet. The sidewalk width along the south side is 10 feet with a small number of obstacles that do not affecting walkability. Shading along this segment is provided by trees. awnings, and buildings with a high degree of coverage (50% to 70%). Alton Road (SR 907) South of 5th Street, Alton Road serves a number of mixed high-rise residential, commercial and public school facilities. The street has green bike lanes. The sidewalk widths range from 6 to 15 feet with little or no major obstructions. Shading along this segment is provided by a combination of trees and buildings with low to moderate coverage (20% to 70%) along both sides of the street. North of 5th Street, Alton Road serves exclusively commercial uses. The street has sharrow lanes. The sidewalks widths range from 6 feet to 15 feet with little or no major obstructions. Shading along this segment is provided mostly by trees, awnings, and buildings with low to moderate coverage (0% to 40%) along both sides of the street. KEITH -13- SCHNARS Page 365 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) Lenox Avenue South of 15th Street, Lenox Avenue extends for only one block to 4th Street serving commercial uses. The sidewalk widths are 6 feet with little obstruction. Between 5'" and 11th Streets. Lenox Avenue serves a mix of low-rise residential and commercial uses. The largest commercial use is the 5th. and Alton retail center which includes a Publix Supermarket and a Best Buy, among others. The street has no bike lanes. Between 5t" and 6'h Streets the sidewalks are 7 feet on the west side and 5 feet along the east side, both sides with minor obstacles. North of 6"' Street, the sidewalks are 5 feet with minor obstacles that do not detract from its effectiveness. Shading along this segment is provided mostly by large trees with low to moderate coverage (from 5% to 80%) along both sides of the street. Michigan Avenue South of 5th Street, Michigan Avenue serves commercial and school uses. The street has no bike lanes. The sidewalk widths range from 5 feet to 7.5 feet with several obstructions to reduce the effective width to about 5 feet. Shading along this segment is provided mostly by large trees with moderate to high coverage (20% to 70%) along both sides of the street. North of 5th Street, Michigan Avenue serves primarily low-rise residential and mixed uses near 5th Street. The street has no bike lanes. The sidewalk widths average around 5 feet with 7 foot widths found between 12'h and 14'" Streets. Sidewalk obstructions along both sides of the street are minimal. Shading along this segment is provided mostly by large trees with low to moderate coverage (20% to 40%) along both sides of the street. Jefferson Avenue South of 5t" Street, Jefferson Avenue serves primarily low-rise residential uses. The street has no bike lanes. The sidewalk widths range from 5 feet to 8 feet with several obstructions that contribute to reduce effectiveness to about 4 to 7 feet respectively. Shading along this segment is provided mostly by large trees with moderate coverage (20% to 80%) along both sides of the street. North of 5't Street, Jefferson Avenue serves primarily low-rise residential and mixed uses near 5th Street. The street has no bike lanes. The sidewalk widths average around 5 feet with sidewalk obstructions along both sides of the street which reduce width effectiveness to 4 feet. Shading along this segment is provided mostly by large trees with low to moderate coverage (20%to 50%) along both sides of the street. Meridian Avenue South of 5th Street. Meridian Avenue serves primarily low-rise residential uses. The street has no bike lanes. The sidewalk widths range from 5 feet to 7 feet with minimal obstructions. Shading along this segment is provided mostly by trees with moderate to high coverage (20% to 85%) along both sides of the street. KEITH -14- SCHNAPS Page 366 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements south Reach Pedestrian Priority Tone Feasibility Study Keith 8 Schnars Project No. 18237.03 January 29,2018(revised) North of 5th Street, Meridian Avenue serves primarily low-rise residential and mixed uses near 5'' Street. The street has no bike lanes. The sidewalk widths average around 5 feet with minimal sidewalk obstructions along both sides of the street which reduce width effectiveness to about 4 feet at various points. Shading along this segment is provided mostly by large trees with low to moderate coverage (10% to 80%) along both sides of the street. Euclid Avenue South of 5m Street (to 3'1 Street), Euclid Avenue serves primarily mixed commercial and low-rise residential uses. The street has no bike lanes along this segment. The sidewalk widths average 8 feet with several obstructions that reduce the effective width to around 5 to 6 feet. Shading along this segment is provided mostly by trees with low to moderate coverage (20% to 40%) along both sides of the street. North of 5th Street, Euclid Avenue serves primarily low-rise residential and mixed uses near 51h Street. The street has bike lanes through the entire length of this segment. The sidewalk widths average around 5 feet with numerous obstructions along both sides of the street which reduce width effectiveness to as low as 3 to 4 feet at various points. Shading along this segment is provided mostly by large trees with low coverage (10% to 40%) along both sides of the street. Pennsylvania Avenue North of 71h Street, Pennsylvania Avenue serves a mixture of uses including low-rise residential, commercial and a school. The street has no bike lanes along this segment. The sidewalk widths are 5 feet except for the segment between Espanola Avenue vary from 5 feet to 6 feet (between 7th and 9"' Streets), to 8 feet between 111h and 12th Streets. and to 9 feet between 141- and 151- Street. Numerous obstacles tend to reduce the sidewalk widths 1 to 2 feet at various points along the avenue. Shading along this segment is provided mostly by trees with low to moderate coverage (10% to 50%) along both sides of the street. Drexel Avenue North of 121^ Street, Drexel Avenue serves a mixture of uses including low-rise residential, commercial and a school. The street has no bike lanes along this segment. The sidewalk widths vary from 5 feet between 121" and 14th Streets and between 151" And 16` Streets to 9 feet between Espanola Way and 151' Street. Numerous obstacles tend to reduce the sidewalk effective widths by about one foot. Shading along this segment is provided mostly by trees with low to moderate coverage (10% to 50%) along both sides of the street. Washington Avenue South of 5th Street, Washington Avenue serves a number of mixed residential, commercial and public facility uses. The street has sharrow bike lanes. The sidewalks are very spacious with widths ranging from 11 feet to 20 feet. There are several obstructions that do not adversely impact the sidewalk effectiveness. K <EITHIS- SCHNAPS Page 367 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Perlestnan Priority Zone Feasibility Study Keith&Schnars Project No. /8237_03 January 29,2018(revised) Shading along this segment is provided mostly by large trees with moderate coverage (50% to 70%) along both sides of the street. North of 5'" Street. Washington Avenue serves exclusively commercial uses, as well as the Police department. The street has sharrow bike lanes. The sidewalks are very spacious with widths ranging from 7 feet to 18 feet. There are several obstructions that do not adversely impact the sidewalk effectiveness. Shading along this segment is provided mostly by trees and awnings with moderate coverage (50% to 75%) along both sides of the street. Collins Avenue (SR MA) South of 5- Street, Collins Avenue serves a number of mixed residential, and commercial uses. The street has no bike lanes. The sidewalk widths range from 7.5 to 9.5 feet; however, due to a number of obstructions, the sidewalk widths are reduced by about 50%. Shading along this segment is provided mostly by palm trees with low to moderate coverage (15%to 70%) along both sides of the street. North of 5th Street, Collins Avenue serves almost exclusively commercial uses. The street has sharrow bike lanes. The sidewalks widths range from 6 feet to 16 feet. There are several obstructions that adversely impact the sidewalk effectiveness reducing some sections by at least 2 feet. Shading along this segment is provided mostly by shade and palm trees with low coverage (0% to 20%) along both sides of the street. Ocean Drive South of 5't' Street, Ocean Drive serves a number of mixed residential, hotel, and entertainment facilities including beach access. The street has no bike lanes. The sidewalk widths range from 10 to 11 feet; however, due to a number of obstructions, the sidewalk widths are reduced by about 50%. Shading along this segment is provided mostly by palm and shade trees with low to moderate coverage (15% to 60%) along both sides of the street. North of 5'" Street, Ocean Drive serves a number of mixed residential, hotel, and entertainment facilities including beach access. The street has no bike lanes. The sidewalks widths range from 10 feet to 15 feet. There are several obstructions that adversely impact the sidewalk effectiveness reducing some sections by at least 4 feet. Shading along this segment is provided mostly by shade and palm trees with low to moderate coverage (10% to 50%) along both sides of the street. KKEITH _16- O SCHNAPS Page 368 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Pnonty Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) V. DEFICIENCIES Deficiencies were established by comparing existing conditions to the 10 criteria defining a pedestrian priority zone. These criteria are: 1. Minimum six-foot unobstructed clear pedestrian path 2. Crosswalks on all Intersection approaches 3. Curb ramps aligned with sidewalks 4. Posted speed of 25 MPH 5. Reduced lane width 6. Bulb-outs at Intersections 7. Automated countdown timers 8. Shaded sidewalks 9. Mid-block lighting 10. No right turn on red For most of these criteria, deficiencies are illustrated using graphical representation of each roadway segment and a color code indicating the level of compliance. Typically a dark green indicates full compliance, whereas red indicates worst compliance. Shaded colors indicates partial or percent compliance as described in the legend of each figure. All figures are provided at the end of this section. 1. Minimum Six-Foot Unobstructed Clear Pedestrian Path Sidewalk widths are illustrated in Figure 2. A compounded score from 1 to 10 was calculated for each roadway segment taking into account the sidewalk width. number of obstructions and the clear distance. Sidewalk scores are depicted in Figure 3 with color gradation ranging from best (score =10, dark green) to worst (score = 0, dark red). Sidewalks with numerous obstructions (trees, signs. etc.) within the 6 feet clearance distance ranked lowest even if some of these obstructions such as signs can be easily relocated. 2. Crosswalks on all Intersection Approaches Crosswalks are generally provided at all intersection approaches. The study area has three types of crosswalks consisting of (1) standard double lines, (2) emphasis crosswalks (Zebra lines), and (3) crosswalks with pavement treatment using either paver block or stamped concrete. The type and location of crosswalks are depicted on Figure 4. Figure 4 also identifies crosswalk that are faded and not clearly visible that requires a fresh coat of paint. 3. Curb Ramps Aligned with Sidewalks A field review of the study area intersections indicated that sidewalks. crosswalks and curb ramps are generally aligned and can be accessible by wheelchairs. Figure 5 depicts the level of alignment of sidewalks, ramps, and crosswalks throughout the study area. A more detailed review of alignment, ADA compliance and accessibility will be performed for the selected corridors that will be selected to develop new designed concepts implementing PPZ guidelines. KKEITH -17- SCHNAPS Page 369 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No 18237 03 January 29.2018(revised) 4. Posted Speed of 25 MPH Maximum In order to promote a safe pedestrian priority zone. roadways within that zone should operate at a speed not exceeding 25 mph. The City of Miami Beach Transportation Master Plan and the Bicycle and Pedestrian Master Plan recommend a posted speed of 25 mph for pedestrian priority zones. The Miami Beach Street Design Guidelines goes even further and recommends in addition to the 25 mph maximum speed for PPZ, extending 20 mph zones to improve pedestrian safety. Within the study area and except for school zones, only 3rd Street has a posted speed of 25 mph or less. The remaining roadways have a posted or implied speed of 30 mph except for 5th Avenue and Alton Road and Washington Avenue north of 5th Street which have a posted speed of 35 mph. Figure 6 depicts the posted speed on roadway segments. Hashed cells indicate no posted speed is present on that roadway segment and a 30 mph posted speed was assumed. 5. Reduced Lane Width A 10-foot lane is generally desirable for a pedestrian priority zone because it helps reduce vehicle speed, pedestrian crossing distance, and crashes: unless transit, service and emergency vehicles require a wider lane. Figure 7 depicts the lane width throughout the study area. Most lanes are 11 feet wide. Lenox. Michigan, Jefferson and Meridian Avenues have sections with 16 to 17 foot lanes which can provide space for bike lanes or wider sidewalks. 6. Bulb-outs at Intersections Bulb-outs are desirable at intersections because they change the character of the road, help reduce speed and crosswalk distance, and provide opportunities of additional landscaping. Existing bulb-outs are depicted on Figure 8. Bulb-outs are recommended at all intersections of identified priority PPZ corridors. 7. Automated Countdown Timers Field reviews indicated that installed traffic signals are equipped with automated countdown timers, though this feature has not been activated at all crossings. The locations and types of traffic controls within the study area are shown in Figure 9 Figure 10 provides details regarding the signal timing, cycle length, and pedestrian Walk and Don't Walk phases. A general c 8. Shaded Sidewalks The level of shading on each roadway segment was estimated using data collected during field visits and by reviewing Google aerials. Hurricane Irma damaged quite a few large trees and impacted shading. Some field visits were performed after Irma. In the final analysis. adjustments were made to account for downed trees as it can reasonable be assumed they will be replaced within a reasonable time. Figure 11 shows the level of shading for each side of every roadway segment. The color gradient scheme easily highlights areas with adequate shading and deficient areas and their deficiency levels. KhT SCHNAPSH -Ix- Page 370 of 1185 Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith 8 Schnars Project No 18237.03 January 29,2018Irevisedj 9. Mid-block Lighting Field review were conducted in evening hours to assess lighting conditions and identify obscured locations. As stated in existing conditions, the commercial roads from Washington Avenue to Ocean Drive generally have excellent lighting conditions generated by both street lights and commercial businesses. The lighting conditions along Collins Avenue is good but less bright than Washington Avenue and Ocean Drive. The area located south of 5th Street generally has the new type of light post with very good lighting conditions. 2nd and 3rd Streets have trees that slightly diminish mid-block lighting but is still good. Other streets have mainly palm trees that do not obstruct light. The area north of 51 Street and west of Washington Avenue has mostly the traditional lighting system that is good but less effective than the new style light post found south of 5t" Street. Furthermore, the lighting on the roads parallel to the park (Michigan Avenue and Meridian Avenue) are partially obstructed by large trees. It was observed that the new light posts are installed on improved roads such as 11th Street next to the Flamingo Park. Illustrative pictures taken at night and grading of lighting conditions are provided in the Deficiency section of this memorandum. The lighting conditions are summarized in Figure 12. Night pictures of various locations are shown in Figures 13, 14 and 15. 10. No Right Turn on Red Most roadways within the study area do not have right turn lanes. The only exceptions are Alton Road (see Figure 4) and the cross streets along 5`° Street. Lenox, Michigan and Meridian Avenues have a no right turn on red (RTOR) in the southbound direction. Michigan and Meridian Avenues have a no RTOR in the northbound direction. Considering Alton Road is a major north-south arterial, prohibiting right turn on red (RTOR) benefits need to be balanced with efficient movement of traffic along the corridor. Typically a pedestrian count is needed to establish the need to prohibit RTOR throughout the corridor, including shared through-right turn lanes, especially near major pedestrian generators such as Flamingo Park. 11. Field Pictures of Damages of Immediate Improvements Thousands of pictures were taken during the field work performed for this project to document sidewalk conditions, obstructions and damages areas. As an illustration, Figure 16 shows sample pictures of damaged Sidewalks, Figure 17 shows pictures of mail storage units blocking sidewalks, and Figure 18 shows pictures of various obstructions. KKEITH -1 9- ' SCHNAPS Page 371 of 1185 F.xwr 2 Miami Beach pedestrian Priority Zone FeasibiIty Study Sidewalk Typical Width Acton tenon Michigan Jefferson Meridian Euclid Pennsylvania Drexel Washington CONMn Ocean STREET Road Ave Ave Ave Ave Ave Ave Ave Ave AIN OrIve Lomat • 16 Street i I 5 to 5.9 15 Street ' • ' 1111 Espanola/ 1 ! i 14Ct/14St t ■ II 14 Street ! I I . 111111M 111111 13 Street I ` I I RU RU 12 Street I I I I - I I MI Ell I 11 Street I I I I 10 Street I I I I I ! WI IIIII 11.1 ME I 9 Street i I I I I I I I .. Il .0 i •• Street i I .."`: .: ...I I 1 I I I 7 Street HHHHH . 11 II I6Street S Street I Street _ 1 EMI N MI �� RR N 3 Street --/ .+._.,_-_ 11 MI IIIIIIIIIIIIM ii 2 Street MIIIIIIMII ■ 1 Street MI H S.Pointe 20 Pape 372 of 1185 Figure 3 M7an,Beach Pedestnan Priority Lone Eeas+bilrty Study Sidewalk and Obstruction Composite Score STREET PAM Lena Michigan Jefferson Meridian Euclid Pennsylvania Drexel Washington Collins Ocean Road Ave Ave Ave Ave Ave Ave Ave Ave Ave Drive le en 1. - 16 Street - 3 a 5 4 6 6 I. 6 6 4 6 t A Sidewalk• 6 6 6 6 • • 6 6 6 6 6 6 6 6 a A _ ( ruction • • I 5 4 6 6 6 5 1 S 5 6 5 • 6 .7. • • Stere born • • S $ • $ 6 6 S 1 $ f 6 $ • $ r*-- 3 • 1 t0 10 with :S Street • - a 4 6 4 a a a 6 I a a I , • 10-best. 6 6 4 4 a a I I 6 6 I • 6 4 7 7 Y • a • a • • t 5 7 6 7 ``• •.• • I 10 1 t t t I t • 7 5 i 6 , E spanoia/ 6 5 1 S I 1 iaCt/t4St - 6 6 6 6 • • Ell _ e • r a 11 I a a • p ^ ° 14 Street 4 6 6 4 a a •( , i • _SIF , + - 6 4 II $ $ 5 5 5 7 5 5 • : f 7 7 . 1 t f a a • a • R. 13 Street • • ; • 7 i i:•C s t a a a 6 6 f t V. 7 '`�, a t 4 t • t • 1 a 7 ■ a.• 7 •r 1 a ♦ t o • 6• • I t 7 .a ■— 12 Street a a 4 A �•. 7. 6 I I 1 7 s 5 a 5 5 �•. I a s 1 a , 4 a a • ` 4x1 4 3 a 7 r • a 7 ) • 1 11 Street i eY 7 7 5 1 155616 - a 7 7 6 I • a t 6 - 1 :dl S 1 4 4 4 6 6 • L1 4 I I I + A 4 I , • • 4 a • ) 7 ) I ) • • ♦ ■ 6 t , a s • • 17 7 1 1 7 ) 1 • 10 Street A a a I S S 6 6 7 I 7 - I 7 7 I S ;1 4 a L r 7 7 : 7 S S 6 6 S S \ , 1 f S • _ • + 4 t a t ! • 1 • t , • • • • a t a1 1 • , a i I 111 •r I 1 i 1 1 7 1 1 I • II • a • • • • ,� _ _ Ma all 5 . as a •Street r ) • • f s 7 or a ; + r 11 • 1 4 a • a • 6 t • t • 7 11 7 Street • S $ 6 6 S Y 6 6 I • ri . „• a a • • • It • • III 111111 —14 o f a 4 t o 1 4 t I • , ■ . III III 6 Street a A 6 a 5 S S S 1 1 I I I ' 1 7 7 , A P • a S S I i 1 1 III 116 1 5 •S all" • • ■ • t 1 a t + a MI II a a , a l 1 t 7 A 9 6 I II I 91 1 !ail/• 0 . in _ . _._ • • a a f • • • 4 9Y•! .• • c I • , B 6 4 • l a • • p 6 4 •. a • ,. --7—_. !!t•••t 1 1 1 5, . 5 f \ S s S 5 4 a 6 6 6 •• • • a I• IIII • I ea 2 Streeta T 7 7 j / 7 _ , r • e I 1 9 1 `. • , X ::- r r 4 • .. .. 7 l .-——. IIMMIrillillill s' 7 I J_ 1 1 I ; Page 373 of 1185 21 Figure 4 Miami leac1,Pedestrian Priority Zone Feasibility Study Existing Crosswalks and Right-Turn Lanes ,,R11, r.PE ut_, ..noa t1dtispM 1Meno., ktendWnmM ,w , ' Euchd PevaDrawl i WaWMgea.. Cabin Ota. Road ammo. Ammo Omaha A.erw4 Avenue 1 W. Mame A.. I Awn... Delve X Wei' 112111 j 013 01234 01234 01234 i 01234 I 01234 0121E MO 1 211011/1 1n v,.., RT 5 I 111 i Notes I I F411111/1111/41k . X WalkM IS Terrace RTll T Nota Mon R Walt E3234 01234 01234 01234 01234 01234 01234 01734 (134 MO 1234 D.eesttanlaeary4cf, IS Street RTI • Note • ,faded M� aW XWab trae.�T a ts�u.tm t-! I Walk 1 024 44 I 11234 0 111234 11134 m i 3.►anula RT •eeeewr we Nate. I Nee/ma i wd 4 3,c. a Walk M 421 F1234 I 44 ,, SIM Pavement Ta. 14C,114 PI If 44 Ell Resort NpM. ha m Empys(tet votenort X-Walk E34 D1234 De 02 I 01234 I 01234 OM 13134 ICEI w 0 0a,de line. 14 Wert RT R24 3 T woe. •1et�aed •T I+ _•T___ • � 43013.1X w.11‘ 11234 01234 0134 0123 1 01234 01214 u 024 OZa4 `"1334 IlliRch3 Turn La, 11 Strew RT 124 T • 1 •T e Not . X Walk 12234 DI - D4 -- a 0121 I 024 024 1e�I VIM tea �>... E114 12 strew RT 1 • Mote • •1 Y.be.eftleq •1 !FRrdaW� a •T 1 • 1 !1 Ie.arna,S.ee Y..w..us 3 walk MK 03 NO o o • o I 01234 Ef2M0521i 1114 11 Street KT • Notes baaale Q1ee aerewst a w. Cawarr..de. •Cownawn 1 X.Wall 16- Yi4 01234 01234 01234 I• 044 01234 I 01234 1113{4MEM! 1134 IO Street 1T •• Not.. ybeedW X Walk M 034 Ol 01234 I 01234 WM I 01234 MOS 41214 EEM 9 Street 1T Mote Wei Wei •T___ K Walk E3111 01234 01234 01234 42231 111114 01234 Ocie 41234 2134 II Steel RT •T Not '• Meese X Walk 0 01234 03234 03234 I 01234 41234 I DI 11234 41234 2134 7 Street WT Notes ) •T I .ws w X w3n. Mk Oa 01234 01234 01234 I 01234 01234 1134woo r 111 6 Street RT Note a Walk 021 112 424 E13.III 113.134 M.W 213 41211 S Street RT da e6 Note yh y I Walk 12.73 I III I 11294 01214 01234 I 01234 4 Street RT •T •T Note k Walk mt�..a� JIM 01234 01234 234 42 41234 4134 l Serer RT •T Note 'lelaoami ll Imwwwwe X Walk IN= et.02 0324 01731 41234 41234 4134 •T •T Note mama t w.-. es 012 0124 4127.04 51234 51234 Ai 1 • v syav 51234 51234 41734 N:,t..s •eoad crave. I S141t; Emphas,s crosswalk(E4)on the east apprnat h and shotM,ound right turn lane(R4)at the T-Intersece on of Alton Rud 6 IS Pace Page 374 of 1185 22 S 4 3 yluffit # ■ ttfl ( • LjtAflAjliyR $ rYEilti4js ' ji li fi gfts ! j lq t i d f $ 1 I ! ! 1 - / - 1 - 7 1 _ . 1 # . 1 _ 1 - 1 - I - 1ii ^ , a . a 1 : a - _ 1 - - A .. - i � A = - - i - rel ; g ' ; 1 : I , Y r si r1 rx r1 , q , 21 . 11 , 2 s1 ri il o k ' 1 s i ' t ' s ¢ ; i ti ' Y s r s i , I 1 II 11 U y r 1 „ 1 • 1 • i , 1 • 1 „ i ' i • 1 ' t t • 1 , 1 , i1 % , s a % a .. 'Y �i 3 f99 S 9 • • , 14,: a S i „ 1 , i : ! , i1 s a % I % I % i s ! iii i I iiiiMMI __ A si i: 1 to gi gilli.. 1 ,71 si r. 1 gi gi -,: f : 1 : rilti $ i q 1111 1. 14;: iiiiiiiiiiiiiriliAliiiHilliiii4iliii: I 1 Al /111 ' 1 II il 5 Fieure F Miami Beach Pedestrian Priority Zone Feasibility Study Posted Speed Limit STREET Alton Lenox Michigan Jefferson Meridian Euclid Pennsylvania ()re.el Washington Collins Ocean Road Ave Ave Ave Ave Ave Ave Ave Ave Ave ()rive 16 Slink >0‹ •••••••♦$..♦• XX • • ''>0< X tige25 WM rd .___ ♦ . / ♦ _ 30 MPH 15 Stilt ............• >>< ....• • XX - • •i• ♦>0( >0( >0‹ 3S Nett tar.nacs • •• • >0‹ >0.<: >0‹ ..• •:..14 Street X>< XX XX . ♦ . (•t No Posted Speed t vrvt • PH Speed 13 StiltE ... .•• >0< X0000< >0< >0< io a Assumed • 12S611114 ..• :.• XX XX XX . 11S610111 •••••••• •............• XX >0000( XX /V 0 .1 10SteNt X^X . • XX >V^VV\ /V\ >0‹. . . . . 9S6..4 •........• >0< >0000< XX >0< ... • . . 8 Street •.:.. •4 �+• XX >0000< XX XX IIE . . . �/�/ C^X/ \X/7Street • ........• XX >000 V\ XX > \• . . 6 Strout ........•...• >0.000000‹ XX XX • . . S Street XX • • 4 Street XX XXX ♦�......♦ >0< >0< • 3 Street • • • —... ___. ___—=7 2 Street .....•.•.•.. \�C/�7C, ...••••••.... /V\ >0C,\ • 1 Street •..........S.......... >0‹\ /V\ S.Pointe •••••••......••••••••••••••• Page 37C o"'*f5 2.1 O % 9 A i » 9 A 9 A N ^ a i .i i .i i p D O • U. — � 11 MO IMII Mil 111 .- As___,Al 4 MIN N11 1111 + - 1 % .-3: , - J 1 1 1 1 Iv,..1 ni to.. 1111 111 - :: - - , . -. _ i 1H N M �S � �� �� �� � T Ft , t?111. MI MI t m I i .. =I . II :. . 3 it ■■ MI OM - +At- : " i IIIIIIiiIIHVIII !! I. 1 ■I ■ H ■ ■ fl IUI Ain Ma A. f IIIIIIIIMIIIIMMIIMIIIIIIN Y + 3 > g • • ..r En II IN m II II 0 m 0 II ra n I= .. i 11111 Figure Miami Beach Pedestrian Pnonty Zone Feasib.kty Study Bulbout Locations a'•.- rn e. Michigan Jefferson Meridian Euclid Pennsylvania Drexel Washington Collins Ocean SIAI I fie Avenue Avenue Avenue Avenue Avenue Avenue Avenue Avenue Dove If;Street Strrrt A rr 1aPIl14(t (4 Street 1t Street 1t Snret 11 Street 10 Ste eei a Snret e Street tit..rt r,St•..t .j i 1 4 Street I Street 51 '.r! 1 Street S n, r •r... a „��'.�.:.. _. .. Page 378 of 1185 26 Figure 9 Miami Beach Pedestrian Priority Zone Feasibility Study Existing Intersection Control Types and Signal Asset Number STREET Alton Lenox Michigan Jefferson Meridian Euclid Pennsyl- Drexel Washing- Collins Collins Ocean Ocean Total Total Total lnd: Road Avenue Avenue Avenue Avenue Avenue vania Ave Avenue ton Ave Court-NB Avenue Court-NB Drive Sig. 4-Stp 2-Stp 16 Street 2645 2753 2731 2746 270/ 2806 affic U© 0 Numbs 1:11TrmbergnalAsset 15 Street 2644 t,907 2745 2710 2706 1805 3888 III. 0 4-Way Stop Control • Espanola 'r W8 Stop W8 Stop 2804/ © c-may atop wilts 1-Way WB NB-Stop 2663 0 m Nort6,SaM Way ale ANON airlaBirla ilir. (1 Way) (1 Wa ) huv 50875th n.....r..,, � 5. a. 2-Way We Controlin P1/14 Ct EH • MIIIPP„ "" 1'4» 5146 NB Stop NB Stop EB-St(c ©© EastMbstDr 11 Street E/W Stop E/W Stop 2768 1704 2803 NB Stop 2662 NB Stop FB Stop II MI semc contra sgrs Btw Ct85t 71,8 13 Street 7361 1/W Stop 2802 NB-Stop 6024 NB Stop [B-Stop 111111111111 Removed Sgnal 5r hnnl 12 Street 4631 N/S Stop SB Stop r, WB Stop E/W Stop E/W Stop 1-Way NB 2801 NB-Stop 6915 NB-Stop FB Stop 0 III Oil Future Signa 15613 Old) - Pedestrian llashrcg 11 Street 2643 N/S Stop NB Si-p 67C,. 1743 2709 2767 2800 N8 Stop 2661 NB-Stop is 1 0 44111 beacon sgnal 10 Street 3372 f Op 4 2799 NB-Stop 2660 NB Stop 442-t la© Sthtolal School Flascher 9 Street E/W Stop E/W Stop 4 Stop 4.34x, j 4 Stop i i St.h. 4 Imp 1 2198 NB Stop 6579 NB-Stop E B Stop �© Road Dosed or no (5612 Old) __J _�_— Goa St Connection 8 Street 2642 -Shp- op 4.5,y_ »5.1-4 4 Stop t 2797 NB Stop 2659 NB Stop IriMill ©© ra Flashing Sgnal i 7 Street W8 Stop 4 stop } 4-Stop 4 _k °.4,:D = ;.1�4, 2796 NBStop 6006 NB Stop 6345 Imo 6Street 2641 _ -, 2779 2741 4.54 . 2795 NB Stop 7005 NB-Stop ® ©© 5Street 2640 2734 2752 2728 2740 N/SStoG _ 2794 NB Stop 2658 NB-Stop '1HMO/ 4 • _ NB Stop NB Stop IIIIIII 4 Street WS Stop N/S Stop t•./ Stop 3 Street WB Stop N/S Stop WS stop E/W Stop NB-Stop E/W Stop NB-Stop 16 Stop r III III 2 Street 6919 N/S Stopmai NB Stop NB Stop EMI (4172 Old) 5615SchJ En NB-Stopgel NB Stop E/W Stop ©© 1 Street 6857 Stop N/S Stop N/S Stop � S Pointe Dr 1 . qegg, a 0 Total Signals 12 3 4 7 2 1 14 0 :3 0 '1 El®® Total4,Stop 1 8 7 1 7 9 5 0 4 0 4 0 ®®-- Total2-Stop 3 4 5 2 4 5 1 1 16 1 15 ®MI-- Paye IT9 of 1185 Figure 10 Miami Beach Pedestrian Priority Zone Feasibility Study Existing Intersection Control Types•Signal Asset Number-Walk/Don't Walk INS/EW)-Cycle length IAM/PM) STREET Alton Lenox Avenue M,<n,gan Avenue iellenor Avenue I Meridian Avenue Euclid Avenue Pennsyl-Tania Ave Drexel Avenue Washington Ave Collins Court-NB Collins Avenue Ocean Court-NB O:ean Drive Road 92643 92753 42731 12744 92707 92106 16 Street WNW:5141 5124 sec 4:SEA" W101W 1119 0 7120 we WOW 7111 1 7119 181 WAW:7/1917/14 sac 4-Slop 4 Sop WNW.5121 6 5/21 sec WNW.71141 5721 we 150 vet/1S0 sac 95 sec/FREE 95 sec 196 set 95 sec 195 sec FREE 1 FREE 150w 1 110 sec $2641 - _-. 92743 12716 '---_._--- 17706 42065 13165 10 Street WOW:71121 7720 eec 4 Slop 4 Slop' WAW 1)1917110w WAW:711717)14 sec 4::'..o WNW 71141 7111 Mc WNW 7/1615/24 sec WNW:7/1017/22 sec 4 '. 150/401150 sec FREE I FREE _ FRU I PREF FREE!FREE 100 sec/110 sec 100 sec/100 sec 92404 12443 Espanola Way W13Stop(1-Wy) WB Shp1-W$7) '15?school ,. --... WOW 7112 6 5/23 wt '.B-:S/o WAW:77121 7117 we 100sec/110w 100w1100eec 62744 05541 14 P1/14 Ct EB Slop WAW:7111 g 7M281t *Slop PED.15/16 we NB drop NB-Stop EB_la FREE 1FREE FREE 1FREE 03911101W C4111 1270 12704 92903 ----_ - /2962 14 Street Ped 1124 sec 4-Shp ENI Stop ENI Sto,7 4-Slop WIDW'.7110 1 7/15 sec WNW:7112 1 7111 sec WOW.7)121 5/22 sac NB Stop WAW:71121 7112 seg NB-Stop EB-B/A 150 sec 1150 wt FREE 1 FREE FREE/FREE 100 sec 1110 sac 100 we 1100 set s— __ - _ 42602 06024 13 Street 1161 4-Stop 4-Slop 4-Slop *Slop 13,99 School LPN Stop WOW 1/121 V24 sec NB Stop WAW:MIT 1 tat we NB-Slop EB Scot 100w)110 se 1001,41100w 9/231 —T - 92101 ---... 06913 12 Street WIDW:7114$7121 sue WS Stop SB SRE EPA Stop EIA S/cO '.Any NB WOW 411 6 427 sec NB•Stop 11110W10010 I.15110 Roc 148-Stop FB`Inc 150 s.c l 150 eac 100 s81 1110 sec 1 100 sec 1 100 sec 12643 92743 12701 92117 - 42900 12961 44344 11 Street *IOW-7/1015/22 see WS Shp NB slop au= WNW:7/12 1 7112 440 WA*:1:1011119wc WOW 7114$7114sec WEIW 7/111723sec NP-.slop WNW-7191101 sec NB-Stcp *109671141 TN sec 150 get 1150 sec FIVE 1 FREE FREE/FM FREE I FREE 100w)110 sec __,____ 150 we)150 we FREE I FREE 92799 1200 94624 10 Street *1004:791152 s1 c 4Slop 4-Stop 4-Sl p 4-5154 4 Stop 4-Shp j WNW-711117/17 we Nb Slop WOW 71106 10114 set NB-Slop *109.010150 sec 110 sec l 150 we -_.. 1001.41110 sec 150 we/150 sec FREE I FREE 4270 $4579 9 Street EAN Shp(5612 01d) EMI Slop 4-Slop 4-Slop 4-Stop 4-Stce 4-Slop WOW.7/1217/21 sec NE::::x WOW.7/9 1 10/14 eec NB-Stop EB,-lop 100 we/110 we 83.10/65w 1360 tit 12791 '—______.___.__ 92639 t Street WAW:711014124 sec 4-Slop 4-Slop 4-Stop N:712$1514981 4-Stop 4-Slop WOW 1!1117111 sec NE-Stop WOW.1/10115)10 x81 NB-Slop 1-06x6 WB 150soca 180106 F111111SFEE100 sec/110 we /S sec I{5 x81 12796 MOOS 06345 7 Street Al)Slop 4-Stop *Shp 4-Stop 4 Slop 4 Slop SB Slop 0 WNW 7/1617/17sec N6-:,''12 *1006:7(1111/10we ,1. WAW:711217110 etc l 100gec/110 sec 65 ext/65 sec FREE I FREE 42441 1 1274192795 6 Street *1004:7114 sec 4-Stop 4-Stop V20/NEW( WOW:7/1467/14 sec 4-Slop - WNW:7111 1 7119 181 NB sloe 776'S;WW1 NB-Slop rA.1.7r:: 150w)150 eft FREE/FREE •• 100w:110 wt 17140 92734 MSt 12721 12710 I 12734 12651 86246 S Street WAW:5/11$5122 get: WOW:42115412 we RODW:4l2915112 set WIDW:$t31 15112 we WAW:7133$S113 sec NIS StopWNW 4291426 MC N0 5./c, WWsec c NB-Slop W/DWsec e 110 sec I110sec 110 etc 1110 sec 110 sacf140sec 110sec 1140 ext 110sec 1196 we105.41140181 110 sec 1110 sec FREE IFREE 4 Street 7_... 4-Stop NS Stop 4 Slop 4-Slop 14IS Shp 4-Stop(2793 Old) NB Stec. 4 5lo9t2657 90) N&Slop 4 3 op S Street WB-Slop WS Slop 4-Slop Ni"-,'3,m EN Stop NB-Slpp EN/Shp NB-Slop EB-Slop 16919 2 Street W11391:711 1 7/25 981 WS Slop 4-Stop 4-Slop I• 4-Slop NB-Slop 4-Stop NB-Slop 4-S/op FREE/FREE iiiiii- _ 1 Street MAO - - 4SI49(2791-0k1) NB-Slop 4 S op(1B6601d) NB-Slop f:Nl Shp { _ �1 Rqp S Pointe Dr 6132 Pee-F4Stop :- - ...-. . ,. 4-Slop 4-Slop 4-Slop Page 380 of 1185 28 inluDTIE . 11 II . I ! 5' S 55 r! 4 I if Ifmmill 51 ! !1 r I;-, 5 5 f II S S 1 1 II s 1 ! f 1 1fI ff f f1 if ii '` it IT I I I I E ! ! / 1 1 £ 5 ! E • E ! S 5 1 ! 1 5 5 1 5 • I / ' i 1 i '• 1 f5/ ii ! ! 61 51 a 1 1 1 4 5 r 1 I I 1 1 r 1 1 1 i 1 11 1Q if I 1 ! ! ! 1 !f II f 1 / g 1 51 5 5 1 g• 1 II I II 1 II 1 i1 �5 11 3S1 i , b II 1 If < i 5 i I 6 II 1 f/ II II If t r E 5 1' Ir 61 I 11 II 1f /I If II f. i 1 I I I 1 Ir 61 I 11 II II If 11 II r i II 15 45 £ t 11 11 I 11 15 ii If 11 € I £ 11 if 11 f 1 11 i5 11 If 11 I o 11 1 If51 1 11 15 11 11 11 II 1/ IMII 55 ' 11 I If 11 II it II ! • < 1'4 £ ! 11 1 x I I 111 Ill i I I I I 55 55 II II I I -- ! 1 I bI I I II H II II II II ? $ ! r £ ' 1 1 N. II 1 1 II ! f II "' 11 ii II 1 1 if r r II II Ir II 51 I& fl 11 it 11 I 11 I 61 51 II Ir II II i F. i 1 5 5 = ! 1 1 ; 15 I I 5 ` EMI II If fl 1 a v t < f l• 1 1 II f E If f 4 ! ! 1 ! 11 ! c a { fill" I5 5: 6 £ Ir r If /I a �{ { I I I 1 Iti 45 55 f £ I1 1, !f II r S 1 1 f 5 11 11 f i 11 is ! i if 15 MI 1 I 55 t If 1 1 ! I 4 t I d It ! 1 1 1 1 ! E I I ! II 11 5 I! 1 1 � �1 11 IIkrill ' II i5 5 51 f II 1 5 ! ! 1 ! 4 4 51 1 11 1 < ill ! 1 1 1 I ! 1 f 1 ! 1 i I it 51 I I, if `51 III I 11' , SI II,1 Ili." I it £5 11 1 5 II r < ill ill el' ilk 14 161 MI 1 I f I 1 i t wM N N M ti P Enure 12 Miami Beach PedestnAn Pnorrty Zone Teaubdrty Study Uihtini Condition STRUT Afton ten°• MichlBan 3efferson Meridian cl. Eud Penn•ylvan.a Deese' Wash/niton C041•• Ocean Road Ave Ave Ave Ave Ave Ave Ave Ave Aye Onve f 6 Street , • • • • , • • • • • • • • • • • • • a • • • • • • • • • • • • • • desk isstr..t . . .I. . • • • • • . a. :. A. • • • • ▪ • R - ME f • .• t•. • • • • • • il • E Wand.1N N ► . . a. ,ii. t«t/last • • • •. • • • • .OP ••o •• !t • • • • 36 Street . •• Tb - • . • s • . . . • • • • P 4. <, i. • • • • • • NN _.. • • r. r. • • • • • • N - r II Street • • • . • • • • • • • • N # A 34 • • - • • . . A 4 .. i{ . 32 Str.et A • • • • • • • • • • • • • • • • N Al . . • S • . NN 4 A 3I Srrrre, 'i . .- . * • • • . • • . • ... • • • I A A . . Al • • Al IA roreet • • . • • : • : *r 4 Street • • • • ' • • . • 4 •▪ : • . • • • • ASt ree: • • .iR .i • • • • . • • • • • • • • • . . • . • • • . . • • 0 1111 • • • • • • • a • • • • . • . . ]Sheet . • . • b Street • • • • • • • • • • • " • . • • . • . • • • 6 II • 6 • • • • A a • a SSh ret • • • • • • • • • • • . • . •• •• •• . • 111 I e. . _ .. .. _..- 4 S.ree• r . II WI _ ... 3 Shret • • /111 7 Street 4 • • y • . • • 4 4 • • • • • • _ . U • • • • is..„, . : : : a• . ; r. _ . f' • ' 1111 • 4 ...... S Vnontf• 4 • • A • • .r 4A_ • • • • • tiail. be sr Irint,ni rood,r.ons,n rep.sented w.rr Grade A and r^e worst worth Grade Page 382 of 1185 10 . -- .... . .- • : .,4,,. • •1 - . 4— r `' � 4 *, it . a...x. !' ._ a. Alton Road- Southbound-south of 5"' Street b. South Pointe Drive - Eastbound (median lights) • r LI II i r IONle :Alta A ' !Pt ,• 4 Ift i _ . 144 IL c. Ocean Dnv Z - Northbound -South of 1 'Street d. Conins Avenue-Northbound (New L:ght Posts) Page 383 of 1185 Figure 13 — Lighting conditions on Alton Road, S. Pointe Drive, Ocean Drive and Collins Avenue ;l 4,441. l i 0‘...,..1 • 3IlL "* ,,,•fir �` _ t if9,"+!' R , 1ii: _ • R C o• i \ • 1 ir 6 I's 144111151 , .s. ' , • i 410. ;. 4 ..• • ... t ....._ `--"; i i a-- °P.'"'Si A.1 I•, ,, a. 5"' Street and Lenox Avenue b. Washington Avenue - Northbound-South of 85` Street -.7- i tR 1 t 0 'i I ! I 1 , 1 1 . 11 I. , t # . • I- 1111110 . . .• . o • it' la ° - ' , 11111111 , • i • V. • 1� } r 64 c. Collins Avenue-Northbound -South of 5th Street d. Collins Avenue - Northbound -South of 2" Street Page 384 of 1185 Figure 14— Lighting conditions along Ocean Drive, Washington Avenue and Collins Avenue , 4 •f�� ii.� I • • lI� 11010*" . , _ „,...------ ...„?'• • ' N imm............. a. Michigan Avenue near Flamingo Park b. 2"' Street east of Meridian Avenue - Westbound - 444b1/4 . t Piny 1 ti, , " • • lir' 04111' 110 • .4 i Y �r I SI,111114r.. be eile- - 17 c. Meridian Avenue near Flamingo Park d. Flamingo Park—Eastbound From Michigan Avenue & 13 Street Page 385 of 1185 Figure 15 — Lighting conditions on 2nd Street and near Flamingo Park -33- t4;11.,,,ifirie: MI P,,,,,. " „�"` . �. ij: i _ 1_ : 1 ' I t 1. �r 00 , . ..,r - 4, ice'', - 4• 4 ffl - -i. '. ' 0 . ..6.74,;#!, • , •,. ., • r- . ,,' 't l! i 181 ,$e i - 5 < 4041 ;. -~. s 4n • l _ •• . • • .. + - j r M • t A ' .- . 9 }�'�^ "t �, � �7ef Zai ` ` 1 P �{ z. f` r• _. ,_ . - -4,,r,*0,4,4.4 -.pr. ,'^ t1tI•.2 V' iI' •,•.� •�• 'tea -♦ • mac.•V ..,/•�' .n, . f , - 4 l tit..... N .. _� ., i j •. -•-' i Page i$gJFilg _ Pictures of Damaged Sidewalk -34- I 1 , 3 ..., .- , ,, ,__ 4, - r'14.•.-c- • -.:0 , , • , •'' ..% Alr .. iI, , . _ . 4141,4mg 11 - N . , .. k 4114 4.„, • ,4,;' '"" , • ' , )44./ - •114 ( '- f It 4 '1 ', .441100 .4b• • 4 1 ' a,i,, * yr,:4• . ROW •, ., Alf •i) Allerigh 4114(S • *' ' . e -.or . ...so _.,. .0 " v ..., . v .- — V 4 .., -... .16 . ), e1 f . I .. I. . . •:.tor - j• e . .0s s . ... ,• keii. - .4.• -14 4.....• , •'' 't SOP* 'I,,, y ,16...._ # , 1 e.. or, Mi • ... - r e ^ likit . .0 r 4 MOM* .. iip 194.*-4- "":---- s•:, . .- . " . t. Art' !Piro- 411,..i/4, 4 • Aim. .41 . . • • ill ille 1 '''il , r .. : f •/;04v" 0 II '.• .) : If . 11 t •••' V , 4 . t",4 1 ' 4 • " -" i 4 iv. - *. , ,, ", •A '. " e" , ra to . ilte,... 13$1411 ,•1 • '. ,OA'*''‘ -'‘' - ' bi. . . t (.. .... Eir e • • 1 4 A ., 11- "' i ' t .•,, , ' ,'1 ih•al .. t . • . , L . . I . •- ' 4 *Pk '. , t: Iv W 4 • ' ' k : 41,„,., r , A _ piip ,, , ...t. • '4,, • ' fi '..• . . -0 • A " it: „ cd.cir, oit ;:44. , . Miligellit 5NI • ilif,,o .,- . -..e. ,4111111111.1111111111b.-44 kP , - ...., lif "if TA Paae 37 of 1185 Figure u - i'icture of Mail Storage Blocking the Sidewalk -35- N/r. , ill' . , 4 it t , or Tigi -i •• ; MA'i . I - • 1. 1 I • D r! • i.„KAY �xt•,♦ • l� •-`10.4r f l P 7 • h s 0 .A; „4- : •dos 1 .4.4. i + �. . ,-.,..... ; 't • Ilk - .•at ' - (X xr .�:ah 4 i y jam-Ill 441,144°• • ' " 011►111/!011' w w / r 7 or. `�.�� ;, ,?;"s % rte• Sif 1 r . i t �" .4. A* K • • r a ,. ( • �. ,�; it / • K'Y 141 it , 14112 • t" ' • A••• ' ' Sy �'+M�Il.lr•1'��,•r�� it ft. , Pik h' 1. Figure 18 — Orceur88s°8f ifins and other obstructions reducing sidewalk clearance Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised). VI. RECOMMENDED IMPROVEMENTS Improvement prioritization can be grouped into short-term improvements consisting of removing/relocating obstacles and fixing sidewalk damages: mid-term improvements such as crosswalks, bike lane and sidewalk improvements: and long-term improvements such as developing new design concepts for an entire corridor that may require relocating curbs and gutters. widening sidewalks, narrowing lanes, reducing posted speed, adjusting signal timing and enhancing lighting and shading conditions. For short-term improvements, a list of 188 potential improvements is provided in Attachment 3. The difficulty of removing obstructions is also indicated for each location. The pictures illustrating obstructions or the sidewalk damages are provided on a USB flash memory. Each picture filename indicates the location and direction of the item shown in the picture for easy identification in the field. The USB flash memory also includes over 3.000 coded pictures covering all sidewalk sections within the study area. These pictures are coded for easy identification (street. section, direction, picture sequence). In general, improvements can be grouped into 4 categories: Short-term standard improvements such as: 1. Insuring visible crosswalk at each intersection's approach (see Figure 4). 2. Removing/relocating minor obstructions. 3. Trimming hedges and low branches, insuring adequate site distance (visible triangles at corners.) 4. Fixing sidewalk damage and improving vertical alignment. 5. Providing bike lanes if lane width in excess of 15 feet. 6. Increasing shade where easily implemented. Short-term PPZ improvements such as: 1. Lower posted speed to 25 mph and installing posted speed signs by MUTCD guidance. 2. Implementing a pedestrian friendly signal timing, cycle length and Walk/Don't Walk phases. 3. Removing/relocating small obstructions (signs, mail storage, newsstand. etc.) 4. Fixing major sidewalk damage or alignment issues. 5. Insuring all signalized intersections have countdown pedestrian signal heads. 6. Implementing no right turn on red where warranted. 7. Eleven feet lanes can be reduced to 10 feet lane by widening the width of parallel parking. 8. Increasing shade with small trees. Mid-term improvements such as: 1. Providing textured crosswalks at priority pedestrian corridors and imbedded lights where justified (see Figure 4). 2. Widening sidewalks to a minimum of 6 feet where space is available. 3. Remove/relocate bigger obstructions (parking stand, small trees, small light posts, etc.) 4. Constructing bulb-outs at all feasible locations. 5. Increasing shade (trees & awnings). 6. Improving walkability (landscaping. street furniture, leveled/textured sidewalk, way finder signs). 7. Providing green bike lanes. KSKEITH -37- SCHNARS Page 389 of 1185 Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestnan Pnonty Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29.2018(revised! 8. Improving lighting (LED/photocell). Long-term improvements such as: 1. Reduce lane width by moving the curb and gutter. 2. Increasing sidewalk width by moving curb and gutter. 3. Rebuilding sidewalk if significant damage and/or concrete sections not aligned from tree roots. 4. Remove/relocate larger obstructions (poles, trees, light poles, fire hydrant. mast arms, etc.) 5. More extensive landscaping and planting larger shade trees. Except for the major arterials (Alton Road, Washington Avenue north of 5th Street, Collins Avenue north of 5th Street and 5th Street), it is recommended to lower the posted speed to a maximum of 25 mph. This is in agreement with the City of Miami Beach Transportation Master Plan and the Bicycle/Pedestrian Master Plan, as well as satisfying one of the main criteria defining a PPZ. The City Street Design Guidelines goes even further and recommends in addition to the 25 mph posted speed for PPZ, extending the 20 MPH zone to improve pedestrian safety. For 25 mph posted speed, no additional studies are required as this speed is consistent with the City's master plans and PPZ criteria. However, for designating corridors for a posted speed of 20 mph, additional speed studies may be required to provide the technical and legal justifications on a corridor by corridor basis. In addition, the pedestrian phases of the traffic signals can be enhanced by increasing the Walk/Don't Walk time, adding pedestrian sensors to supplement the push button, and creating a minimum phase recall at important intersections such as along 5t Street. While the minimum phase recall can be based on a crossing speed of 2.8 feet per second, longer pedestrian phases can be triggered if the push button is activated to better accommodate slower pedestrians. A minimum pedestrian phase recall will prevent the phase from skipping when there is no pedestrian or vehicular demand for that movement. This may cause driver frustration if it happens too frequently. Therefore, the benefits of this policy should be evaluated for each intersection using its controller skipped phase logged history as a guide. Figure 9 indicates traffic signals operating at various cycle lengths or uncoordinated. A more uniform signal timing operation can be implemented and adjusted for pedestrian priority operation, and for designing signal progression to accommodate slower speeds. In summary. the prioritization of major improvements takes into account a number of factors including deficiencies. scoring/grading technique, right-of-way width, City's master plans, pedestrian crashes, and other factors such as pedestrian generators (parks, shopping, museum, convention center. places of worship, entertainment, etc.), transit routes and stops, parking and hotel locations. Attachment 4 provides information on crashes. location of parking garages and hotels, places of worship and major pedestrian generators that should be considered in corridor selection for PPZ. A summary of the characteristics of each roadway with the various scores is shown in Table 1. This table has been prepared to assist in prioritizing and selecting projects for new design concepts. Per project scope and kick-off meeting, three corridors will be selected for developing PPZ design concepts. A priority list was developed based on reviewing Table 1 and the deficiency figures. Improvement concepts and costs for selected corridors are discussed in Section VIII of this report. K KEITH SCHNAPS Page 390 of 1185 - I - I r ' - If r U CO V O p O p O CI U p V m p U U u �, v- m u < L CO m m ja a a a a a a a a a a a a a a a a a a m < < < m < < a <1 1 m < < < m m m m a m m m < a a a < a 1 4 < < < m a < a ge7 15 Z m o 2, m n r. CO m oo r. n CO CO co m oo m a, oo oo o, T o m o r, ^O N b, f To o 1 'a m < m < m < m m < m m m < < < < < < < < a < a aa` r . a r i -vO O Ni. i. O O S ;n o i` i` i. i. i` i` i` i. in oO n ♦-O O O O O O O ,,,5 o • % t nn n n n nn At nn n rr r ~- rr r t- n o N i0 40 ip LA V1 in i» m • o w e p U u O O p V O 0 O 0 0 CO v CO CO m U U V u U CO O V e CO O u in O I • • rni m CO m m m m a m m a m m Cra < a < < m '. V m m m m m a m a p (; m mmmm >F4 a y CO m m m m m m CO �, m m U m m m a m < a < < a m < m CO. m a m a a O f n o ;ti r '^ 1n n n r. n ,o n ,n .` ,n :o m ,n �, m o p m m 7 m m m o ao m < o p t,ON .. 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C p #p 7 2E • a J '! 00000000000 0 0 0 0 0 0 0 0 0 ° 0 0 t c N z z z z z z z z z z Z E z z z z T ` z z z z i z z L .2 3, o p . 2 '4 a a a > o ° m Ia a a a 4 a a a a a a 4 a d o y� 4 a s co a co a o3 q d o 3 a7�i a a 61 c o cc !1é; : : ! : : -F v.'•, o • ° • O .. ry P O O O,u_~ ! O , u G N d St ..% y I o w .2 $ D O a N N N 1 L L V L L 2 W a E E .. ;I 0 n c..1 M .p....-,T lO.., "� O O en T ,n ^ T T M T J V Iq O r+, ii J - .... 8 O • a N 11'1 f0.1 N O g O O A 3 T. r i , , . r 1.1 ♦. T y .4' C, q w ss •• ` � o N a( in in N = 011-..,; tr c C w O O O {n O ca L Z p W ♦ T N O p- at) n 2 2 N J -. W a O U 8 2 C7 O 8 V .+... Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) VII. Short-Term Improvement Costs Average improvement costs are presented in Table 2. This table is used for general reference. The short- term standard improvement costs and PPZ specific improvement costs are provided in Table 3. Table 4 shows a cost estimate of immediate action related to replacing faded crosswalks with emphasis crosswalks. More detailed cost estimations were developed for the selected corridors and desired improvements and are provided in Attachments 5, 6&7. Based on the Gap Analysis. a series of areawide low-cost improvements were identified that would help bring the study area into compliance with the criteria for a Pedestrian Zone. These improvements range in scope from simple adjustments to pedestrian signal timings to the placement or relocation of signage or street furniture. These types of improvements can be done through regularly schedule maintenance. Other typical improvements that were identified include the construction of bulb-outs and/or wider sidewalks to help shorten crossing distances at intersections and to provide a wider clear walking path. These types of improvement would require the expenditure of capital improvement funds. In order to assist the City with planning and programming of these types of improvements, a literature search was conducted to help develop a quick reference guide to estimating project costs. The most useful resources that were located include: 1. Safe Routes to School Online Guide (http://guide.saferoutesinfo.orgindex.cfm ), a web resource, was developed through a collaborative effort by experts in the field to assist in providing information related to supporting the development of Safe Routes to School programs with links to publications and training resources. Under the Engineering tab, there are links to various strategies, and within those strategies a discussion of treatments and their potential costs. 2. Costs for Pedestrian and Bicyclist Infrastructure Improvements, published in October 2013, was produced by UNC Highway Safety Research Center for the Federal Highway Administration. It is subtitled, A Resource for Researchers, Engineers, Planners, and the General Public, and this effort was specifically targeted at developing a database of unit costs for estimating various bicycle and pedestrian infrastructure costs. The following summarizes the most relevant unit cost information applicable to this project. KKEITH -40- SCHNAPS Page 392 of 1185 Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestnan Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) TABLE 2 Unit Cost of Typical Improvements Ndrabucture Daaitption Median Average Minimum Maximum Cost Unit Sources Observations Bikeway Bicycle Lane(5') $89,470 $133,170 n/a $536,680 Mile 6 6 Bikeway Signed Bicycle Route $27,240 $25,070 $5,360, $64,330 Mile 3 6 Signed Bicycle Route with Bikeway improvements $241,230 $239,440 $42,890 $536,070 Mile 1 6 Curb Extension Curb Extension/Choker/ $10,150 $13,000 $1,070 $41,170 Each 19 28 Bulb Outs Raised Crossing Raised Crosswalk $7,110 $8,170 $1,290 530,880 Each 14 14 Raised Crossing Raised Intersection $59,160 $50,540 $12,500 $114,150 Each 5 5 Crosswalk High Visibility $3,070 $2,540 $600 $5,710 Each 4 4 Crosswalk Striped Crosswalk $340 $770 $110, $2,090 Each 8 8 Crosswalk Striped Crosswalk $6 $9 $1 $26 Linear foot 12 48 Crosswalk Striped Crosswalk $6 $7 $1 $31 Sq.Ft. 5 15 Sidewalk Brick Sidewalk $60 $60 $12 $160 Linear Ft. 9 9 Sidewalk Concrete Paved Shoulder $6 $7 $3 $58 Sq.Ft. 1 11 Sidewalk Concrete Sidwalk $27 $32 $2 5410 Linear Ft. 46 164 Sidewalk Concrete Sidewalk Patterned $38 $36 $11 $170 Linear Ft. 4 5 Sidewalk Concrete Sidewalk Stamped $45 $45 $5 $160 Linear Ft. 12 17 Sidewalk Concrete Sidwalk+Curb $170 $150 $23 $230 Linear Ft. 4 7 Sidewalk Sidewalk Unspecified $34 $45 $14 $150 Linear Ft. 17 24 Sidewalk Sidewalk Pavers $70 $80 $54 $200 Linear Ft. 3 4 Ped Detection Furnish and Install $180 $390 $68 $1,330 Each 7 14 Ped Detection Push Button(Retrofit) $230 $350 $61 $2,510 Each 22 34 Ped Detection Push Button Removal $45 $21 $92 Each Speed Contol Speed Bump $1,670 $1,550 $540 $2,300 Each 4 4 Speed Contol Speed Hump $2,130 $2,640 $690 $6,860 Each 14 14 Speed Contol Speed Table $2,090 $2,400 $2,000 $4,180 Each 5 5 Curb Ramps Truncated Dome $37 $42 $6 $260 Sq.Ft. 9 15 Curb Ramps Wheelchair Ramp $740 $810 $89 $3,600 Each 16 31 Curb Ramps Wheelchair Ramp $12 $12 $3 $76 Sq.Ft. 10 43 Curb/Gutter Curb and Gutter $20 $21 $1 $120 Linear Ft. $16 $108 Lighting In Pavement Lighting $18,250 $17,260 $6,480 $40,000 Total 4 4 Lighting Streetlight $3,600 $4,880 $310 $13,900 Each 12 17 Street Furniture Street Trees $460 $430 $54 $940 Each 7 7 Street Furniture Bench $1,660 $1,550 $220 55,750 Each 15 17 Street Furniture Bench Removal $910 $80 $3,140 Each Street Furniture Bus Shelter $11,490 $11,560 $5,230 $41,850 Each 4 4 !Street Furniture Bus Shelter Removal $3,690 $720 $10,460 Each Street Furniture Trash Receptacle $1,330 $1,420 $310 $3,220 Each 12 13 [Street Furniture!Trash Receptacle Removal $320 $130 $520 Each KCTH ' -a(- il SCHNARS Page 393 of 1185 Lynda Kanpelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29.2018(revised) TABLE 3 Gerrsral Pre4in nary Cost EsUmatted for PPZ Improvements Mneltrd Nwalerd Neaeerd EsIbaYd Sheratons etesdard keprommiels Legalism or Marsettese naaaadet Cat *Sew Deb or Time Immediate replacement tided=weals with emdteeR 1 d ti7 23 680,718.50 See Table 4 Insuring stable crosswalk at each i tweectices approach.Convert 70% 2 48 192 $487.680.00 Based on a Lee cost d 62.540 es h. 1)(2) d(bide Yrs aoeawalke to emphasis crow/aim 3 iRemowryrrobu e0rp meal obebtxiore where Saki(signs, 651,946.67 Assumed 15%of lam 4 abet(Fixing sidewalk etc.) mail storage,reweitand.etc) 4 Trrvr swp hedges and km branches,rewind adequate ale To be teer4xmed by City datenoe(verde tames t comers.) 5 Fongiamb Manage and ermonrg weal rgnment $346311.11 Amtmed 10%d edewds neat repair I imawp wde wpr me(um Leet ween eery implemented 473 I X83,800.00 Assumed lox a r arab minus crate made at Bendel Avenue.Assumed 6600 per tree.(41 TOTAL WORMER'STANDARD IMPROVEBBITS 01 IlistbawmPPZ bitprettemett 1. Lower posted speed to 25 mph maximumad instating posted MPH 193 641,965.00 AI speed lima same by MUTCD gniaarce.R2.1(24x30)(7031.11) entry points and by moria posits.(3i 2 *Oland intersections neve countdown pedesbnn 7 631319.40 Moaned 4 2-way pad signal lam 0663-112. (31 signal heeds. 3 tnparweng a pedestrian filen***tern cycle length See ten 4 et Walt/Dal Wets pusses. 4. tnplr7w�6e no VI em on red**we wanted. 624,000 00 ErkpnesnYp Srort Term PPZ arrxowrwas terns 3 and 4.Awned 180 hour. Q Eleven feet es can be reduced to 10 feet tire by widening 375,1382.29 Stynp 8'tibia ire hattes 10%oolong '3, I nemil awaded perking- . I. IPronang bike lanes if lane width in excess of 15 feel 6461.373.52 5 Fact bike tarty.,t„2) TOTAL SNORT•TERM PPZ 54PROVEMENTS $135.34725 I Prepared December 1,2017 (1)Bicyclist infrastructure knpmvensnar:A Resource for Reesecrreu Engineers,Planners.and IM Goer Public',Max A Bushell.Bryan W.Poole.Cranes V.Zegeer,Daniel A. (2)Advisory Inflation Factors For Previous Veers(1987.2016),FDOT Otece d Powq!Naming-Trasportebol Costs Reports (3)FOOT Nen Average Unit Cost from 20/6/11/01 to 2017//s31 (4)Beesedit Plant Finder.Nownbet 2011. KSKEITH _ -a,- SCHNARS Page 394 of 1185 Lynda Kompelien Westin,AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018(revised) TABLE 4 Short-Term Actions-Replacement of Faded Crosswalks with Eemphasis Crosswalks. Intersections Number of Average Unit Estimated Notes Crosswalks Cost Cost 1.Mendian Avenue and 16th Street 4 $2,540 S10,160 2.Menan Avenue and 15th Street 4 $2.540 $10,160 3.Mendian Avenue and Espanola Way 2 $2,540 $5,080 NB/SB Crosswalks only on the east and west approaches. 4.Jefferson Avenue and 9th Street 4 52,540 510,160 5.Pennsylvannia Avenue and 12th Street 4 52.540 $10,160 6.Drexel Avenue and 15th Street 4 $2.540 $10,160 7.Drexel Avenue and 12th Street(T-Intersection.) 1 $3.070 $3,070 Crosswalk only across north approach(Drexel Avenue).Assumed median unit cost. TOTAL ESTIMATED COST $58,950 Adjusted for Inflation-1.03 Factor(2) $60.720 Sources: (11 Bicyclist Infrastructure Improvements:A Resource for Researchers,Engineers,Planners,and the General Public-.Max A.Bushell.Bryan W Poole,Charles V Zegeer,Daniel A Rodnguez.UNC Highway Safety Research Center.Prepared for the Federal Highway Administration October 2013, (21 Advisory Inflation Factors For Previous years(1987.2016) FDOT Office of Policy Planning-Transportaton Costs Reports KSKEITH SCHNARS Page 395 of 1185 Lynda Kompelien Westin.AICP Tasks 4-6 Existing Conditions-Deficiencies-Improvements South Beach Pedestrian Priority Zone Feasibility Study Keith&Schnars Project No. 18237.03 January 29,2018 Irevisedt VIII. Improvement Concepts and Costs The preliminary recommended east-west streets are 13th Street because it provides an important link to the Flamingo Park and is located central to the Flamingo Area, 11th Street because it is undergoing improvements and therefore to insure PPZ concepts are evaluated, and 4th Street to identify ways to improve clearance and reduce the number of obstructions in the South Pointe neighborhood. Another good candidate is 6th Street as it provides a link to the shopping center/supermarket, the South Shore Community Center and the beach. Following discussions with City staff, the highest ranked east-west corridor is 6'h Street. Concept improvement plans and preliminary cost estimations were developed for 6th Street and are provided in Attachment 5. The preliminary recommended north-south streets are the three roads connecting to Flamingo Park (Michigan Avenue, Jefferson Avenue and Meridian Avenue) because they have wide lanes allowing new design concepts and are also central to the Flamingo area. Sections of these streets have large trees that typically cause damage to the sidewalk. Additional damage was created by Hurricane Irma by uprooting or tilting trees causing additional damage to the sidewalk requiring immediate City attention. Other candidate is Pennsylvania Avenue because it is near Washington Avenue and close to the commercial area. Following discussions with City staff, the two highest ranked north-south avenues are Meridian Avenue and Pennsylvania Avenue. Concept improvement plans and preliminary cost estimations were developed for both Avenue and are provided in Attachment 6. In addition to the three corridors identified above, concept plans were developed for an improved pathway extending between Washington Avenue and the beach via 14' Place. Concept improvement plans are provided in Attachment 7. KKEITH -44- SCHNAPS Page 396 of 1185 ATTACHMENT 1 Kick-Off Meeting Minutes Page 397 of 1185 C:- KEITI—Pd. y SCHNAPS June 14, 2017 MEETING MINUTES South Beach Pedestrian Priority Zone Study - Phase I: Feasibility Analysis City of Miami Beach Task 1: Kick-Off Meeting - Friday, May 26, 2017 K&S Project No. 18237.03 Attendance: • Winsome Bowen, AICP, CPCC, Deputy Director Transportation, City of Miami Beach • Lynda Westin, Transportation Manager, City of Miami Beach • Josiel Ferrer-Diaz, E.I., Transportation Manager, City of Miami Beach • John Krane, P.E., Director of Transportation Planning, Keith & Schnars (K&S) • José Luis Rodriguez, P.E., Senior Traffic Engineer, K&S • Mark Kline, P.E., Director of Roadway Design, K&S • Debbie Love, AICP, Director of Planning, K&S • Marisol Ortega, ISA, Landscape Architecture Designer, K&S • Fadi Emil Nassar, P.E., PTOE, Assistant Director of Traffic Engineering, K&S Time and Date: Friday, May 26, 2017, 11:00 AM Location: Conference Room, Transportation Department 1688 Meridian Ave., Suite 801, Miami Beach, FL 33139 Attachments The purpose of the meeting was to confirm the City's expectations for the project, identify data needs from the City of Miami Beach, and to discuss the timeline and deliverables. The following minutes summarize the meeting discussions and Keith & Schnars' (K&S) understanding of how to proceed with the study. A copy of the Meeting Agenda is presented in Attachment 1. Study Objective: The study objective is to prepare a Conceptual Plan including both infrastructure and policy solutions for the study area to enhance pedestrian safety and 6500 North Andrews Avenue • Ft. Lauderdale, Florida 33309-2132 (954)776-1616 • (800)488-1255 • Fax(954)771-7690 Meeting Minutes: Task 1: Kick-Off Meeting South Beach Pedestrian Priority Zone Study- Phase KBS Project No. 18237.03 June 14, 2017: Page 2 comfort, with the goal of implementing the City's Pedestrian Priority Zone (PPZ) criteria as defined in the City Design Guidelines. Representative conceptual designs will be prepared in coordination with City staff and applied to groupings of area roadways based on their existing characteristics, constraints and opportunities for improvement. Study Area: S. Pointe Drive to the south, Alton Road to the west, Ocean Drive to the east, and 16th Street to the north. The study area includes the mostly residential Flamingo Neighborhood with low-rise and single-family homes, the Entertainment District between Ocean Drive and Washington Avenue. and the area between S. Pointe Drive and 5m Street with medium to high-rise buildings. The study area includes 20 East-West roads (1st Street to 16" Street. Commerce Street, S. Pointe Drive, 14th Place/Court, and Espanola Way), and 13 North- South roads (Alton Road, Lenox Avenue. Michigan Avenue, Jefferson Avenue, Meridian Avenue, Euclid Avenue. Pennsylvania Avenue, Drexel Avenue, Washington Avenue. Collins Court, Collins Avenue, Ocean Court, and Ocean Drive). Data Collection: The PPZ feasibility study will build on existing studies including the Miami Beach (MB) Street Design Guidelines (April 2016), the MB Bicycle- Pedestrian Master Plan (2015), and the MB Transportation Master Plan (April 2016) documents (these have been downloaded from the City's website). In general, As-Built road construction plans are available through MB for the newer areas such as south of 5t" Street. Little information is available for the historical section of the Flamingo Neighborhood. Most internal east-west roadways have 50-ft right-of- way; whereas, north-south roadways have 70-ft right-of-way. Collins Avenue and a section of Alton Road are State Roads and As-Built plans can be obtained from FDOT. Plans for Washington Avenue and Ocean Drive will be more challenging to obtain. There may also be private development plans available that would include some of this information. Lynda Westin will be the City point of contact and will collect the existing City data and information needed to assist with the Study. She will set up an internal meeting with Public Works. Office of Capital Improvement Projects, Planning (Land Use), GIS, Parking and other departments to identify existing documents related to roadway plans. surveys, right-of-way, typical cross-sections, utility plans, crash data. traffic and pedestrian counts, transit and GIS layers. Some traffic data may be obtained from recent studies to be provided by City. Parking policies can be obtained from Monica Beltran or Saul Francis, Director, Parking Department. The Police Department can provide identification of crime zones, or areas of higher crime activity. Past public input regarding pedestrian issues may be obtained KKEITH SCHNAPS Page 399 of 1185 Meeting Minutes: Task 1:Kick-Off Meeting South Beach Pedestrian Priority Zone Study-Phase I K&S Project No. 18237.03 June 14, 2017;Page 3 through Public Works. Lynn Bernstein (now retired) may be able to contribute background information regarding Miami Beach pedestrian issues. According to the Miami-Dade County GIS database, the study area includes 67 traffic signals (excluding school and pedestrian flashers). The latest signal timing plans for these signals will be obtained from Miami-Dade County Traffic Engineering to identify timings, pedestrian phasing, actuations, and recalls. Field review will identify the types of pedestrian signal heads, and where countdown pedestrian signals have already been installed. The study scope does not include collection of new traffic or pedestrian counts. The analysis will be based on existing and available data. Guiding Policies: The PPZ Concept Plan should be consistent with the City's transportation mobility hierarchy of prioritizing pedestrians first, then bicycles and transit, and finally vehicles; while maintaining freight movement mobility needs. Within the study area, there is generally an east-west pedestrian/bike travel movement between the residential areas and the Entertainment District where many residents work. In general, the City would consider the removal/replacement of traffic signals or All-Way stop signs if the study demonstrates this would result in improved operations/safety /walkability conditions. The City would also consider physical improvements such as roundabouts/small traffic circles or street diets/reduced lane widths (where appropriate and feasible). Concepts favoring walkability such as passive street calming measures are preferable compared to speed tables or speed humps. Raised or textured crosswalks and/or intersections may be considered. Similarly, green bike lanes consistent with the MUTCD are desirable where appropriate as this concept has recently been implemented in Miami Beach. The study recommendations should not reduce the overall number of parallel parking space within the study area. It was noted that audible pedestrian signals are not necessarily liked by the residents, due to the associated volume of noise created upon activation. Existing Conditions and Deficiencies: Evaluating existing conditions and identifying deficiencies will be performed using field review, recent aerials, and collected data. The main focus will be to evaluate each roadway segment's conditions compared to the ten criteria that defines a PPZ. The data will be summarized using tabular and graphical formats. Separate summaries will be provided for roadway segments (sidewalk widths and continuity, obstructions, lighting, shading, speed limit, travel lane width, right-of-way, parallel parking, bike lanes, street furniture, land use, walkability, etc.) and for intersections (crosswalk type, traffic KKEITH SCHNAPS Page 400 of 1185 Meeting Minutes: Task 1:Kick-Off Meeting South Beach Pedestrian Priority Zone Study-Phase I K&S Project No. 18237.03 June 14, 2017;Page 4 control, pedestrian signal head, countdown timers, curb ramp/sidewalk alignment, bulb- outs, etc.). Considering the large number of streets to be evaluated, evaluation criteria ranges will be grouped into categories to streamline the evaluation process and prioritization (e.g. the presence of shading along a segment may be assigned a level of 1 to 5 ranging from minimal to full coverage). Likewise, an average unit price per category improvement will be developed for initial feasibility assessment and improvement ranking. In addition to tables and graphics, maps will be used to identify the location of major pedestrian generators (to be provided by City staff), and sidewalk width and continuity. Color will be used to enhance the readability of tables and graphics by quickly identifying the locations and clusters of problem areas. Attached are two completed samples of intersection information (Attachment 2: Existing Intersection Control Types and Asset Number and Attachment 3: Existing Crosswalks and Right-Turn Lanes) and one typical blank form for segment information of one street (Attachment 4: PPZ Data Collection Form). Improvement prioritization: The data collection effort will identify deficiencies for each corridor and develop a scoring system for critical items such as sidewalk, obstructions, lighting, shading and walkability. This information combined with generalized improvement cost, right-of-way availability and constructability will result in the development of a preliminary priority list that will be reviewed with City staff before presenting it to the public. The final priority list will be evaluated with a higher level of details and will serve as the basis of the concept plans. Concept plans: It is anticipated that 3 or 4 typical section concepts will be developed that can be applied to groups of roadways. A listing of the necessary improvements and associated costs for each roadway will then be generated based on the applied concept. Policy recommendations: Comprehensive Plan policy recommendations will be coordinated with the mobility plan policy recommendations and those identified within other plans, such as the Transportation Master Plan. Anticipated Meetings: Three formal meetings are anticipated, including one internal meeting to review preliminary results, one public meeting and one project priority meeting with City staff. In addition, monthly progress meetings will be scheduled, preferably starting at 10:30 AM. The City may choose to include others in these meetings to maximize the utility of these meetings. Next Progress Meeting: To be scheduled for the third week of June (19th — 23rd) A standing monthly meeting will be established by the City for progress meetings. N i KEITH SCHNARS Page 401 of 1185 MEETING MINUTES South Beach Pedestrian Priority Zone Study - Phase I: Feasibility Analysis City of Miami Beach Task 1: Kick-Off Meeting - Friday, May 26, 2017 K&S Project No. 18237.03 ATTACHMENT 1 KICK-OFF MEETING AGENDA Page 402 of 1185 City of Miami Beach South Beach Pedestrian Priority Zone Study- Phase I: Feasibility Analysis Kick-Off Meeting Agenda - Friday, May 26, 2017 PURPOSE The purpose of this meeting is to confirm project expectations, identify data needs from the City and finalize timeline and deliverables INTRODUCTIONS City Staff • Keith and Schnars(K&S) DISCUSSION ITEMS Y Study goals and objectives Y Data collection Existing conditions and deficiencies Recommended improvements and prioritization Conceptual plans 'v Anticipated meetings with staff and public ➢ Deliverables and timeline DOCUMENT REQUEST Available roadway plans/surveys/right-of-way/cross-sections/utility plans Y Available traffic and pedestrian counts Y Available crash data GIS layers maintained by the City of Miami Beach Documented public input ' Final transportation and bike/pedestrian master plans ✓ Committed developments Y Previous transportation studies Pedestrian generators OPEN DISCUSSION NOTES: Page 403 of 1185 MEETING MINUTES South Beach Pedestrian Priority Zone Study - Phase I: Feasibility Analysis City of Miami Beach Task 1: Kick-Off Meeting - Friday, May 26, 2017 K&S Project No. 18237.03 ATTACHMENT 2 EXISTING INTERSECTION CONTROL TYPES AND SIGNAL ASSET NUMBER Page 404 of 1185 Table X1 Miami Beach Pedestrian Priority Zone Feasibility Study Existing Intersection Control Types and Signal Asset Number Alton Lenox Michigan lefferson Meridian Euclid Pennsyl- Drexel Washing Collins Collins Ocean Ocean Total Total Total STREET Road Avenue Avenue Avenue Avenue Avenue vania Ave Avenue ton Ave Court NB Avenue Court-NB Drive Sig. 4-Stp 2-Stp T 16 Street 2645 2753 2731 2746 2701 2806 2769 © 0 yygg Numb NSignal Asset Number 15 Street 2644 6907 2745 2710 2706 2805 3888 MI a 0 4-Way Stop Contro• Espanola WB Stop We Stop 7157 2804/ 2-Way Stop Contra in icr Way (1 Way) (1 Way) School 0825th NB Stop 2663 ® 0 North/ScotOxecbxr 14 PI/14 Ct net.. 2 744 5546 NB-Stop I=1 B•Stop III East/WStopt Con8 m 3911 Access to one-way street 14 Street Btw Ct&Sr E/W Stop 2768 2704 2803 NB Stop 2662 NB Stop EB Stop 1 Wiji'` -No traffic control signs n. 561 0 13 Street 736; Scllion� E/W Stop 2802 NB-Stop 6024 NB-Stop Fe Stop I111 II (0101 Removed Signal m4631 12 Street (5613 Old) N/S Stop SB Stop WB Stop E/W Stop E/W Stop = 2801 NB-Stop 6915 NB Stop Ell Stop r 6907, Future Signal 11 Street 2643 N/S Stop NB Stop 6706 7743 2709 2767flas,, 2800 NB-Stop 2661 NB-Stop 63.3 rII Pedestrianhrng beacon signal 10 Street 3372 2799 NB Stop 2660 NB Stop 1423 © 7157 Scladitasder Road Closed co no 9 Street ON Stop E/W Stop elk 2798 NBStop 6579 NBStop EB Stop © SVeetConnect�aiCross (5612 Old) 8 Street 2642 ' 41 2797 NB Stop 2659 NB Stop MICI 7790 Flashing Signal 7 Street WB Stop SB Stop Stsiti 2796 NB-Stop 6006 NB-Stop 6345 III III 6 Street 2641 2129 21.71_ 2795 NB-Stop 7005 NB-Stop ®© S Street 2640 211,i .:1-,2 272 2 140 N/5 Stop t I 2794 NB Stop 2658 NB-Stop 4649 0 • "�b4Sch/ NB-Stop NB StopIIII 4 Street 1 Stop 1111 N/S Stop N/S Stop 3 Street WB-Stop N/S Stop N/S StopMillElp E/W Stop NB-Stop E/W Stop NB Stop EB-Stop . a 6919NB Stop NB Stop ■ 2 Street (4172 Old) N/S Stop 1 Street 56I5SchJ CCI N/S Stop NB-Stop NB Stop E/W Stop NEE -,8':,1 Stop it S Pointe Dr Imo 0 U 0 Total Signals 1! ® I ®�® I 1$ 0 I i 0 ®111111131131 MEETING MINUTES South Beach Pedestrian Priority Zone Study - Phase I: Feasibility Analysis City of Miami Beach Task 1: Kick-Off Meeting - Friday, May 26, 2017 K&S Project No. 18237.03 ATTACHMENT 3 EXISTING CROSSWALKS AND RIGHT-TURN LANES Page 406 of 1185 1414 13 Mao.,11e44b Pede.trao Prion).ion*f4441001ty Study t.,ttrry Crat1W.4.and R111bt Turn 1.r1et >I I• ® LS **woo :=1411•4111114.l ab9A .. oranmWW : 4nw.Mmaton An Collo.Cm.WRQ „Ylinl ammo 04401400 0001111 Ckaom 014w l9 Woer wn ®® DUN 01201 DU01 DT2N !L01 \Well !tn.,' D1771 P 0l141 DUN :+11H I/1411)7 r PSN 2000110001001031 >Yren .r 1) 1A.v ___.. ••••. -_ •TM4a..tlur 4-i .Wry ELM 11)14 11101 1 4tPlo4 .frill •... 1 WOMt 'erAe•1,a"N'e. 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Gomm f4/11111 'i.tH.tet4.n .n NEMW731 tf1A1 ,..t`. 0 1N IMPNrate+ WY/wy W. • ]34 a 0 5 11 t a1 1124 0 n ota '0D044n�t : 'Allay,vay 'W4r gray 7'1 a W.* D.T7 0 0 01701 1114 0 11114 0 !:lu 4 art Of 0 Watts •r Mnetrealan •Me,004 ® 'May any • a Nl IIII 9110NI 91)4 ■W.W 01 !f7 01214 OI2N 0 1 rectae 91 Wo1et '1 r1111Mneq Haa.>. N41_ muiii...9 WMY 023 l2.07 DIN 11111491101 •1174 1101 J wew 11 rote. ...•«tan '71w9eY94tlnt ■wr\ ".51.02g .`{yp 017 K7►W 81204 mu 1>pew P] ■ 1114.•. tr t nrmstmo It I W01414 ■11.4/ 911 p, lk 111701 91111 ■_ 'Cool Gun. NM 1 mono cro..r.401441 on ma•all.aap.tn..d faud'O0'..d r{4/her.tart.01001111tw I4nte.w0 no,01 Muton 110.0 0 IS!note MEETING MINUTES South Beach Pedestrian Priority Zone Study - Phase I: Feasibility Analysis City of Miami Beach Task 1: Kick-Off Meeting - Friday, May 26, 2017 K&S Project No. 18237.03 ATTACHMENT 4 SAMPLE PPZ DATA COLLECTION Page 408 of 1185 I I - 1 I ' I It , *.• : I # i i I 3 3 3 1f . 1 i — 11 1 . ! I 4 "..5! Itg o ° I r r°D • t 4' i i s n f i. 1 _ __a_ 1 f 01 ■ 1 .1I z 1V 2 I is I A. I1 • iii j a. !,,,,,,,,,. 4111F I t .. 1 i j. 1 -"2 I ! flit -.' ; iIIIIIII ' l IA "! I § i 11rlie w ♦ 0 1-' Z 1. 3 J1 $ ,1I 7 i1 . f $1 4 n .. - x R 1 f 4 4 g 4 R * R Z S g R • Page 409 of 1185 ATTACHMENT 2 Data Collection Forms Page 410 of 1185 Figure 1-1 PPZ Data Collection-1st Street NW WORM* r Alton Rd, HNereon Aver Meda/et Ares Washington Ave. Colllm Cla Collins Awes Ocean Cr. Owen On MEM 9.Parking LAne/TypaYI.5 P(SIDE I MEDIAN) YE'S P(SIDE&MEDIAN) 8E5 P(SIDE&MEDIAN) YES PAM)LLE YL,PARALLEL YES-PARALLEL YES PAMLLEI YES PARALLELane 8.Rik.LType/Grade Y NO NO NO NO NO NO NO NO _.-. 70.Shade Corsage 15% 85% 80% 20% 10% 15% 15% 50% 7a.Made type/Grade TREES TREES TREES PALM/AWNING PALM/AWNING PALM PALM PALM 60.Lighting Coverage v r Y r r v Y � M.Lighting Type/Gado 1 t I I I I 1 1 Sc.OOstruttwn Grade 1., 1' , ..— Sb.Obstruction Type $84408(NEEDS TRIMMIMGI to IJSr"I r1. t/5/T/Pr L/S/r :JT/Pr/11A4 — r., SA.OentrtrcNon Motley 0 0 a _ 0 a 8 R o 4d.Sidewalk Grade A A A a• 8• 8. B. A rNN .Swalk ConNnulty —• Y 1 Y Y Y Y Y Y Y a6.Sidewalk width 0101 8'(T) 8'(/I 8(13 I _ 7'14.5'1 745') x(38'1 10(61 4.Sidewalk Ti!e CONCRETE CONCRETE CONCRETE CONCRETECONCAETE CONCRETE CONCRETE _ _ PAVER __ lb.Walkablllty Grade A A A A A ._.. A A A- la.Land Um RESIDENTIAL RESIDENTIAL MIXED COMMERCIAL COMMERCIAL MIXED COMMERCIAL _.. 401EL 2 Lane Width 10 10' 10' 11 I1 it' 11' 11' 1.Speed - .. '' 501'45Y Parallel part"ir,'bier. par ParaIkIkng on med./in SUER.0J- 801000/ PR Crawls Alvan Rd,' 4000/100 AWM R4rMM Pas Aare Celli,Co. COW Mee Owen CO Or.ea Dr. Nates • • - L : I! "tea( .. ; 14 . ` . • 1s1500*t • • : i I� } 111 ijigtaill Z1 - .. / i + .r PPS Criteria Moe SO, IeNta era AM RAIeNAaa Ave,m.._ WMRMEta11 Aw> OD/OM CO CAW NIP Open C3> Owe Ona NOM P40115 Parallel parking In median Parallel parkmg n median , 8Ul& 01 OUT 88-OUT -. RULIOUT 1.Speed .. ... .. .. . 2 Lane Width 10' 10 10 1 T 11 11 11' 11 3a.Land Use OPEN SPACE COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL _ COMMERCIAL COMMERCIAL PARKING LOT _ lb.Walkabilny Grade A A A __ A A A A - B 4.9dewelk Tope CONCRETE CONCRETE(NO TEITURE) CONCRETE[NO TEXTURE) CONCRETE CONCRETE CONCRETE PAVER PAVER _ 46.Sidewalk wIdth 83165.1 8 IL! 7 T(6 T) III 51 7(45": 7 49'1 1.47) 615'I _ M.SklevNlk COnl6Raty Y Y 0 Y 1 Y Y 4 4 Sidewelk Wade A A A A A A A �— 8 Ss.OMV9ctWRderrfy _ 0 0 0 $ 8 7 6 13 SO.Obstruction Typa VG E/Pr rad/Pr r L/8A/Pr L/S CP/L/BR/w Ll« Tr/4MedEe —_ Sr.Obltrurtlon Grade 1., 1 I M.LI$htr4 1110e/Crede I I I I 1 I I I 60.Lighting Coverage Y r V r r r V y 7a.Shadr/type/tirade TREES TREES/AWNING TREES/AWNING TREES TREES TREES TREES TREES 20,Shade Coreraga 40% 80% 80% 40% 40% Sac 25% 50% S.SU Lane ryes/Grade NO NO NO NO NO NO N0 NO 9.Parking lane/Type 0,40G104 441k.dun) YES (SIDE 8 Madsen) rIS-P(SIDE&Medlar') YES PARA.rEI VIS PAML.IL YES-PARALLEL YES PARµL EL NO Figure 12 PP2 Data Collection-2nd Street ROO ONO* MOR RA MkAgan Awn. 1019.100*IP kwlar A..> NS ARIrye. W11EWg1a0 Ares WINN co, Coll..A.a. 040.0 CI> Ocean D.,' WENN 9.Polon.Law/Type -ARA..I YES-PARALLEL YES PARALLEL YES-PARALLEL YES.PARAL LEL TES PARALLEL TR.-PARALLEL YES-PARAU)L .-. .--- 1—'. _' I.1Re Lane 7y9./Grad, NO NO NO NO NO NO NO NO NO m.Shad*Coverage 5% SO% 70% 10% 6006 85% 25% 75% 2S% 7,.SAede IVP•/Grade TREES TREES TREES TREES TREES TREES PALM PALM TREES 6h.LIMlrg Coverall* r y Y Y v v r Y r 64.Lighting Type/Wade I I I 1 I € 1 1 i Sc.Obstruction Grade -.. ' A B H __— 50.ObO,utt�an Type G(MOVE GI _ LITE/WP ��' G(MOVE TIJL/'r/WP/S L/Tr/WP BRACING L/Tr/Ut Pr(Mow?) Pr/S S 1 Sa.Ob vvnron density I 9 14 6 6 0 1 Ir 1 __. 44 SIOew I6 Grade B. BY 5 B. 4 AA- A A 4t 1)41 NIR ConthwIly y Y Y Y 9 Y r Y , r , — 46 Sidewalk width - 6415) 6 14 1 153131 1'145') 1'05'1 551551 ' 5.5 IA 5'1 7 5141 5'(5'1 ---,44.Sklar1alk Ty,. CONC CONC cONC CONC CONC CONC QONC CONC CPC lb.W411).6Rn9GWARR a. B �_ B B. 8 A A A. A Ba.Land UI. OPEN RESIDENTIAL RES1DENT6IL RESIOENTIA, RESIDENTIAL RESIDENTIAL RESIDENTIAL RESEOENTIAL7 RESIDENTIAL? 2 Lam W)dth Ill 10 10. 1 -__._-_—•-- 11' 11 0_000.. __ '•-111' ... 11- -+._.. I.EII00d 50100115 MPN .. .. NOTES DRIVEWAYS Y BULB OUT Alton Rd. .. AttO* NERM.ea Avis NN/Mart Ara. NB Miry I> W ...Ae6D Collins Ct. Colton Ara. Ocean Co. Ocean Or. Nolo 1 U n /K, Intl knit I - �n EP. •R! :- aJ3 1 ! f t3�� 1F I. C� y Il I, r PPE 011pN4Alton Rd, MIchlpn AWM 1•01/04•0w 0 AMP\ MMR Ara N MOARgWrryAN 7. a,ntaa Mow CNN� COMM dome Otwer.CT. ChaletW.n Noir. NOTES + UNEVEN SIDEWALK/DRIVEWAYS 6018 OUT' Pr 1WOVE It r Urrvewar. 1 Speed SCIIOOl.END - -. _.a 2.lana Width -1IO 10' 10' 10 I I' — II 11' - _ 11 11' 3a.land UM OPEN RESIDENTIAL RESIDENTIAL _ MID MID MIX GOVERNEMENT + COMM RESIDENTIAL? _ lb.Wa%ability Grade B A A A _ Br B. «_ A A A '— ..- 4s.SMawaAType CONC CONC CONC CONC INO T1RTURE) CONC CONC CONC COt1C CCNtC 40.Sld.re.lk.4)9 6'(6) *155 6'(6'1 5151 SISI 6.3151'1 55'(55'1 S.1031 SS(5.5'1 4o gaga c y V r I . V r V Y 44.Sidewalk Grad. B B. A1 A A A A A A Sa.ObRrvction dar.Ay 0 7 0 0 0 1 0 I 0 S0.OOstrurtion Eyp. S/BR - v, Pr ____. Sc.Ohstructron Grade ' 5 ,1 N.U httn-Type/Grade I I 1 1 1 I I I 6b.Lighting Coverage _ Y v Y Y Y Y Y r 7e.Shade typo/Grad* PALM TREES TREES TREES TREES PALM TREES PALM TREES /0.Shade Coverage 10% 80% 90% 80% 8l% 30% 50% 15% 10% IL OW Lana Type/Orad, NO NO NO NO NO NO NO NO NO 1.Perklrlarw/Typ* YES PAyt**A�nE 11 RS AL NO NO YES PARA.ti YES PARALrl. YES-PARALLEL YES PARAL.i. YES PARALLEL TES PARALLEL Figure Z-3 PPZ Data Collection-3rd Street 044 Alton Ms Mknlgart Ara.. Jeff anon Ave. Meridian Awe OId Argo dfolditgloto Collins Ct> Coale..Ave> Doren Ct. MoonM Or> NO 9 Puking lane/Type - ?'' rES PARALLEL 795 PARAL111. YES PARALLEL YES-PARALLEL SES PARALL17 r15 PARA.11. YES PARALLEL II Elko low Type/Grae 50 OW NO NO NO NO NO NO4. 7b.Shade(enwrap '0% 35% 60% 5% 40% 50% _ 50% 45% 7..Stud.type/Made TREES — TREES TREES TREES PALM MEM PALM PALM _.. . tol Mur Cde.r r ,E I. rkS YES YES YES _T_ ITS .— 64.1-Mdl+Tyde/Owls I I I I E 1 I 1 a (0557 R JC'10N Sd Ob.lreatwn Wade _ _.__...... S6.Ob.Onnnon Trp. /575 '/1/5 '/./5 _ T/L/S/Pr Tr/L 'LIS/6R :/T/S/P. Sa.W.tructkel deadly 10 11 14 0 s s 11 9 40 Sidewalk Grade A A A A B 9 B B k_Mdew.lk Conflnslty ` TES TES YES YES YES YES YES ITS Ab.Sidewalk width 73'(46'1 75'119'1 76(1 TI 7 S'(I S'I 19'(4 S') CONS(RUC 110% IS'(4 0) 7.5'136'1 M.Sld.wolO Type .__–`• CONC CONC CONC CONC CON( CONCRETE CONC CONC 3b.Wallubdhr Grad. —_ A �_ A A A B. 9 A A. Rd land Use RESIDENTIAL RESIDENTIAL RESIDENTIAL NES30ENTtAI MUSUEM RESIDENTIAL RESIDENTIAL OPEN _ 7 lane Width 9' ,v 1 9 9 9' 9 9' 1.Spiral 155(1.001 25 MPr NOTES _ :Jr CUM ONLY 9A':: r'JOE 'O55't1.1C,ON _ Allow Nib ionon Aw> Whereon AwryMerau,Awy WIN SM. SRR►. Collins Cr. Callen Awn OCD 0,.. 7- Aol.. led ONO p IiE �9 L r r ,.�$_Y �' �'.{r -L ) Ili M 1 1 Al am:Yny All i;.R T f, M ? i ., - • j'1 R isIf PPS Crk,M I Afton els MdWpeo AtOR Jefferson Ave> Meridian A.> l.cNd AYR WoOktrOAe Collins Cts Collie.AverI Ocean Qs Ocean Dr, note. N0111 { .SAYS 8.IL9. RULE OUT SMALL AREA IAO TEXTURE ( MD TEXTURE 4 r 1.Speed IS SCNOOL .. .. 25 MPM .. 1.len.Wrdtn 9 9 9 9' 9 9 9 9' 14.Lane Use RESIDENTIAL _,_RESIOENTAI RENDENTTAl OPEN _ MI , TAM/RESIDENTIAL MIX , MO/RESIDENTIAL TO Walkall4T Grade A A 0. A 3. A A A e do.iadewM Type (OPEC CON( CON( CONC COOK > CON( CONC _ W*IC as.SrOwraM...OM1515) 14 6a 1I 6') 76(6) Ib:a 3` 17'45'. I1(67 171661 . 4eSidewalk Continuity r Y V V V V T Y 40 Sld.watk Grade ___.. /. —_-- 9) 6. A 6. A 0. s. So.OMtreclnnde elty , U s 10 0 a s o 0 Sb.OD.truatbn Typo - T/l/S --.– 7/1 '/L/S --_ '/US/EN/Pr l/T/S l/T/5/P1 IJ1/5/BR _ — In I T IT 5d.Ob>truatlon Grad. . M.1401704 Type/Orad. I 1 I 1 I I I I —_ 6b.Lighting Coverage 1 r r r 1 r r V 7e.Sheds type/Wade TREES TAW TREES TREES PALM PALM PALM PALM 70 Shad.Carerage 71.7% 60% .0% s0% 40% 40% 60% 60% Y s.Elks tone Typo/Geode NO NO NO NO NO NO NO NO 9 P.rtlng IAne/TYP4 p,opatq,d 1li rES PARA._EL YTS PARALLEL . TES PARALLEL YES-MAX-LEL .15-PARA/LEL YES-PARALLEL rES PARAL.E: YES PAOAL.EE /lure I.4 PP/Data Collection-4th Street MOAN" Alert ad> Law.AWL. Mldtlpn Aye,,, leNerwn Are. 6EwIN11 ABo Euclid Aw> Wtattin ren Arm Carr a+ Ciba Aree Owen O> Ocean Or> /SW 9 IUU1t6 lam/Type YES PARAILEt Ytl 1'AKALL(I ,_„___ YIsPANAAIi. !tS PARALLELrt.,VOYALLI) �__ Yt 1 PANAILEt YES.PANALIII YES PARALLEL OS RAPAILA, 115 PARAlLEl rt`.PAIIAII,I _ 4.MM Lim type/W W NO NO NO NO NO NO NO NO NO ..� NO NO 7h.Shoda Ce....p._...�_ 15% ..-. 517% 40% 50% 40% 15% _ 20% 70% 15% /0% ISA 7a,Shell typo/Grade PALM PALM/AWNING 1_ PALM PALM 4_ PALM PALM/6100 7REES/11OG PALM PAL/4/1ICN PALM/AWNING EREES/1100 66LI btkr Comrade r r r r Y r r r v v r • M.Ughtlig Type/Gnde I I 1 1 E.— I 1 I I I I I Sc.Obrl Nrlbn Grade 1 I M ? ) e 50 Ob.LrvrtbY Type 15/I Tr/1/S/Gr `--_111111/4• T,71.14, Tr/L/S L/VGY __.LIS ----L/P•/5 T.11111' Tr/PM/I. VP*MR Sae Oettn44tleA deralty / 13 IS II 20 6 3 6 I 6 3 4d Sdww.A Wade 6. 6. 5. 6. r B' Br B. 6. A A a. --- 414.1114106306 Conkklaly V V V Y r T V V V V I 414 Selarrd6*4dtt _ 5.1'139') 65`13.7') 65'(4.1 61139'1 61344 67 145-) 67'I11 7'145) /19') 9156'1 6'I55') 44 SLdwae Type CONQIETE CONCRETE t70MCRRR CONCRETE 1 CONCht TT CONCRETE CONCRETE CONCRETE CONCRETE CONtAEIO CONCUR! M.WaA.eMINY Grade 6. B. .- 6 8 - RESIOENTNLL MIX MIX PARSING RESIOENTIAI RESKIENTMI - RESIOINTEM 2.Lena Width 10' 10' 10' 10' r 10' �^ 10' 10' 10 IC, 10' III' erre_ ..._. .___. _. _ _._...^ m_._ ._.. 1.Speed 1S 4APN SCE, IS MPH 004 II MPN SOU .. - - .- .. .. .- .. r NOUS •MB OUT• •BULB OUT •6UL60UT> •6ULA OW r1tAR OUT> •PAS OUT• •MILS OUT WAS OUT .STAR OUT Ml Criteria 61104 NO L.no.Al.. t11MLrP IN* UOIPnea Aaer 61rILM An/ _. P W.IMe1e.AMP Oe IOCie OIINIIENese MOP O. ;y f r d . ,�A4y/r�r�. 411,-StrIIMIr ode ... 1 err 'y .-, rrh•P+ viiiiiiito 11 .11144 7 I t .,\,,, 1: gl. _ I I I,., • 1 i r rE __erre. x I ' 1 _ C` PP2 GRar4 Ales • WON • Mkh44n Mit EaRMna ABS. deride.Arm CALM A.r A>•,.,,,, a.. .,,,r>A Owen L1-- ORX Orr, • a. 01)115 1RELOCAIt 01)100,11• BLAB OUT> ^01111(XII SLAM OUT •SUU0UT1OW RAS OUT> a BULB O 1.Speed IS MPN 104 IS MPH 510 IS MPH SCH - J • - .. _ - 2.Lana Width 10 10' 30' 10' .� 10 __ _ _ 10', �i—._.10' 10' 10' 10' 10' A.Laid UN OPEN SPACE X14000 MOL RESIDENTIAL 1SIOINTlAL RE9IOENIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESI014111AL RESIDENT$M 30.WNkehllAo G,A01 A A B B B A A A A A A Me_SyeawU Type (0140148 OONCIIETE CONC7111E __ CONFCE C/ amain COIIOIRE CO/KMTE CONCIIETE CONCERTS CONCRETE CONCRTE 41 Wawa.width 12'(0) 11'19 AI 65(3) i 56'131 6 7'131 64'131 r 7(411 7';471 714.51 1143) 61,)1 K,pypwiA CectRe,Ry y r V Y 0 0 _ r — r Y Y ) v 44 Werra*Grade A A S 8 B 6 6. B. A A 6 S.OMtrtst4t Bailey 0 0 20 37 20 7 6 S 6 6 6 Se.Ohwrtntyn Type U PHN/CP/G Ce/L/Tr/5 CJII/T,/PH !i_-_ I./L/S/CP 13N5/CP L/Tr/S/P/3H 18/118/S G/CP/S3S/P4 y__G/CPA/S CP/L/G -, 54 0MUtntloa Grade _. .f ) L M.IIpIRal/Typo/lrede I I I I I 1 I I I 4 1 1 66.LMMI.Cov*r_ase r r , r Y r T Y Y Y Y Y 7a.Mak type/Grata PALM PALM , PAW PAW/OM PAW PAW PAW/110.06_ PALM PAWAtOG PAW/SLOG .. 70.Shed*lowp96_ 35% 55% __9 45% y 30% 40% 30% 15% 40% IS% 35% IAL II Via Lay Type/Or/4a NO/BRE SNARE NO - NO NO NO NO — NO NO NO NO I NO 9 Pw6lnp talo/Type YIS PARALLEL YES PARALLEL 815 PAAAIIEI YES PARALLEL 715 PARALILI Y15 PAULLII. YES-PAULO I YES PANAII EI 415 PARALLLI 815 PARALLEL YES PARAIt11 Page 414 of 1 195 F3{ure 2-5 PPZ Data Collection-5th Street I r,r.. ;l.. Asa EEM las/MEP 64416146E Asir /4116/100 Mar 11411410M Arm boat dam w•16. Mar Cram Or (Peens Apex O4eMiCl, Omen De, E10.E. f.Pahlng 4n.RrpeNO NU NU `40 Vl N0 O ..)0NU S.Ss.Lan.Type/63.de NO TELOIAMONO T►10MMONO YES DIAMOND YES-DIAMOND TES DIAMOND OS DIAMOND YES 05060160 E NO NO _. 75 53,a•.(crepe/me 45% SOIL A0% 40% 6l%S 70% 4(1% 30% 77h '7)% 76.lard.typo/Graft TREES/MOG EDGE TREES PALM PALM PALM PALM PALM /ALA/AWNING PALM/AWNING PALM/AWNING b AO". YES Y!S `_ 3E5 V15, 0% rES --.—_ lit YES YES 144% M.Merry Type/Wad. 7 7 7 7 7 7 7 7 7 7 :u Sc.O6MrvttMo Grad. " .., Sa.Obtru[ibn TMP. BUS STOP M/Tr/66S STOP I BUS 470P11 IN/Tr/MAIL 1/MAI 1./MAL SA.06.trt.ctsn ds•%N7 0 0 0 0 0 0 0 0 1 0 0 AI SId4WA Grad. A 0 A d A A B. rt_ A A A —r 43.Sd..I.A Cptta%dy TES RS TES YES YES EIS TO MES EIS TES 41 SLd.wa%MMU TB 111 11-)531 _ :0:63) 13 16) :5(6) ]0(0) 1/16'1 10(1) III(6-) 1R-1:1') M.Od..t.&Typ. CONCRETE CONCRETE CONCRETE i CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE lb.WasabIMy Grad. A• B• If. Br A `_ A A A A A M.lard U.. CYMIMERCML COMMERCIAL, COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMS RCA/ COMMERCIAL COMMERCIAL COMMERCIAL 2.Um Widen 1.11' 3.11 I,)I 1411' 3.11' 3,11 �_ i,ll 1,): 2111' 2.11 _ 1.4•111/ _.. _- .-. _� __ __ .. 35MM .. .. NOTE! `- ARa AM lama AAP Ilillehlrio boa lune.,..MIM_ M..MM ANe> MAW Amp, WaMtr10Nn AMP Collin*CA Cada.Ave. Ocean CIA Oman Dee WAS _ ..r a EL, t . 1 ^ �I x. .-. K A .. r .r... • PPE Marls ANarr Rd.' IMM,. MW1loi.litea• Mlh.fw Awl M.YaAw /NM ATS w6MItpa Masi (4.416N Cr, CN811.11,a.. .ql tS CONSIRUCI ON OIWALR SPLIT SIDEWAL4 SPl171IOEWALC I.Speed .. 15 M'13 .. 2 Um WId16 4.11 31)1 1,11 1.1: 3.11 311: 1.:: 111) 1.11' 2.:1 _ 34.Lary Ace __—+... .�- COMMERCIAL CORMEROM CORAIINOAL COMMERCIAL —y COMMEACMI COMMERCIAL COMMIRCMI COMMARCUll COMMERCIAL COMMERCIAL 3a WahaailAy Grade A A 6. B. b• A — A A 3. A Y Sla..w*Typ. CONCRETE CONCRETE CONCAVE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE 46 SdewaR width :0 151 ---410 I6 1 11(3 11 10 Y I 13(51 1: 4, 10 IA 1 11 141 10(4'1 10 141 M.Std.w.R CEMIANI 7 RS EIS its EIS YES YES YES YES FES TES 4.1 Sld.wal.Grad. A A B• A A A B B. 6. A Sa.Obtn*Oa Malty 2 0 S _0 _ 2 0 U I 7 E Sb Obstruction Type BUS 510P/GU/SSQ1/S BUSSTOP/U 1I/S/G/ON Tr'''. le Ir/174 Sc ObMnAllon Grade_ M.UV**,Type/Gem 7 7 7 7 7 7 7 7 7 7 lb L.EMbE Cowry. 3E1 01 _ YES YI, 415 YES YES _ rE5 Its Yt5 7a.SMd PAW/Om* PALM PALM PA �� PALM TREES _ PALM PALM PALM PALM PALM 75 SA.d.Con..yS0% AU% 45% 60% 50% 7th !Ah 60% 10' 40% --.- t 01M tam Too/0x101 NO xYLOMAgNO TISOMMOIED YELDIAMOND 141$,OLAON0 ETV DIAMOND EILDIAMOND YELOMMC3ND NO NO f.Parting Um/Try. NO NO N0 _ 1.0 N0 40 N0 40 NO 340 Page 415 of 1185 Figure 1 6 PP1 Data Collection 6th Street 116111474 4441 14/an Mkkypn Avec. I.ianan hex' WON.Aye. Eltdd Awe* W aeNtngtan Ave. Calm Ct. CONI%Aw. Ocean ct. O<aM On IJIMP IL Perklngl.1w/TYN NO VIS-PARALltI YES PAPAW L M I'ES PAAARA MLIL �_ YES PAR ./L r YIS PAILLI `LSPARAtl1L YtS PARALLEL a N': . NC •lase Yoe TEN/limb ^—.�...T— NO NO r-•- NO NO NO NO NO NO NO NO 76.SIwM Cameras. 601E T0% IS% 1S% 10% 5% 15% 15% 40% 15% 7e.Sled%YAP/BoMES `--.^_- de TAUS 1164 ._.- TREES MES MIS AEIIIIMPOIiN AMIMWTLIE4S AWNING 111.3G Nb OB6*Nq(o.... YES VII YIS 'It1 VE5 _ Y1,5 YES -.-,_ VIS ITS YTS 4..t ENNI TEN lithe 7 ~s --�7 17 7 7 7 7aI 7 7 741 Sr.00. *eon Grade A " •' Sb 06ettucOu1 TEN VS LNG 1/1 l/S/Pr/G L �� L/S/CONSI aLJC I ION VS Pr/Sfl 5 14 064nNe1en density S N 7 9 1 4 4 1 1 3 U.Sldnoala God. B. 1 - a ..^ a ,.. a C. _ 17 B. B. A .a Ac llemeN CentaNdNl YES 4$ YES YES 46116 VIS r YES 016 YES 40.64.weN4.4d0 61'11.11'1 5'1471 1'11.1 5'1341 S'I3l'1 S'ilfi 5114) 5(31 6(35'1 511(.) Re.EWsoeet TEN CONCRETE �,_- CON0411 COIICMT1 COIrCM4 CONCRETE CONCRETECONCERTICONCRETE CONCRETE CONCRETE N.WelhabletY Grad. N. I B B 6 B A ..._. R.-a� B. F.. 3e.LaUse 0*1101 �- lane NE1bM1TML 11144644114 M(MO MSIO(NTMI WOO C471414110M C0160414044 COMMEN 5*. CORN4E14.14I E Low Width II 11 I II! I I II I1law inn i I C Io•v w4,1 I I'!u+a wird 11{one way, NOTES - ONF�WAY ER /Jhf WAY 1e ONE WAY WB ONE WAY W. PPE Crlph Alton Ail•, Laney Av. • lell.re.n Ara. MMWan Ave, Lured Ave, W.Mm1eon Awa. Ct. Collins Ave. Ocean Cr. 1 _ rqrjpit r` N"N•+wr"j '.lens .' ! "1F ;, 'L.. 1 e ?* • 'y f lwr i"rB'' �' .. 6th Street ,,y♦ 17d ,1 T �E•' "{'PI< ...Iv .• 1' iLlfl Ew.! '� rr. r . L -1 =tY Irl RI 0411444 Men Nd, Lanes Aw> MLL^L•"4+e- 1.0.1Menet.91 Ave. McA... NNW d Awe.{ W.Npl ren Ayes, 4�eCI. C9BYN- OmanCP Nae ( n2 MB444: Nom . ,<NO-ONE MAY FNE WAS Ib 1 <eNE 0. 0/O -WAV MIMN1 WAY W{/BO. __..._ nen f 1 Speed _ - .. 1 lar.YMM 11 It 11' I1' II t1 it Ions 444,1 1Itons*NY) I1'.one yowl 11'Iorww4V) S.Land Use NTMV►UNUX 4MMWTNI1 1611.10411114. MINED 64140 - C0044144:14 1 COMMERCML N/ COIFHICIAL COMMEM7AC COP414I44OK lb.w4NNNNY Grad. A C C• C. C. C• B / B A N.SlMwea Tap. CONCRETE —_-^ CONCRETE CON[M11 _�. COINCIETE CONCRETE CONOENTE CONC11E4 CONCINTE CONCRETE CONCNTF ab.Wawa*width 11'1l') 6'(15.1 5'(351 5'13'1 —_ 5'(3 6'1 5'II71 3 5'IS1 5')11'1 S'I)) 5'111 T' 4r hien ea Can*Ndta • TES YES YES _ 41 45 YES YES YES YES YES Ad.Sldewelk Orel* A. ( C• C• C. C B a. 6. S 4e.ObsO oir,&Ray 0 13 10 - .- N1S IS E 0 l i S 16.lbeNr1MUI Type SWVW►r/R Ne/CP/%4 h/CP/LICT/P./SrVG CB/5/1.4% IWI/S ENNS/P,/u M Sc.O6W.rtim Grade • r 5 - 1 I J Bw MOORS TEP/irade� 7 7 7 7 7 7 I IRI Ilk 147 W.Waits Cevrege YES Y15 YTS _. YFS YES YES YES YES YES 5(5 _- A.tNlede NN/4oN 114111/111414164/11D6 161-11 DVS , TREES TREES 111111$111111$ 4106 ARNI M TREES/BLDG MAG lb.Shade Coverap 60% 10% 100 ION 10% y 5% 10% 40% 70% 15% l land 14ee TYN/Bode NO NO NO NO NO NO NO NO NO NO — 9.Perking Lane/Type NO YIS PARALLEL YES PARALLEL 1E5 PARALLEL IFS PARALLEL _ 115 PARAL1IL NO/ONE WAY NO/ON(WAY VES PARALLEL YENPARALLEL Page 416 of 1185 Figure 7 7 PPZ Data Collection 7th Street Mon 11d>1 lama Aro, TAISNVOn Ave> NENrwn A.. beirridter.A... Eu.11d A... /Mnryh.nl.Ave. Wrialibm Aw> CMI..Ct. Coil!,..Ave. Ocean Co. Ocean 04.1110164 S.hellos Lan./Typo YES.PARALLEI Yt5PAMILLL EISPARAIIII Il1 PARALLEL tl5 PAPAL(II 11l(ARAM( 1rISPARALIEI YES PAULIII YIS PARA!III YE,PABAIIII 1111,AMA,I.1l •M.law Type/Pula NO ` NO NO NO NO J NO NO 110 NO NO NO 76 odd.CPwry. LOB 20% 50% 10% 15% ._. 15% 15% 60% 50% SUI •0% 1 714.IWC.pp.l•d. MKS TIO TREES TREES E TREES tufa MIS AWNING AWNINIV11911SLD IO PAONRDO M.UENNTICnv.. 415PAAAIIk1 YISPMAllf1 USPARNIII YESPARAIIt1 Yes PMAIIEI VES P0641111 YISPABMlt1 YES PAMELA Yt5PAMaLI3 ft S PARALLEL YESVWSLI LI 16.14161044ET59./ORIN 7 7 7 7 3 7 7 7 I 7 107 7 k OMr0 t GrN. t S CiN511 JC11ON 0045 TP a law SEEoB.tnr.tlon rya. S/t VVIR SA S/4G SA 5/1/NEOGE SA/P• S/1. SIL S IS 1Nt 0.w. l.e 44.1.13 6 I 9 9 1 S 6 0 6 6 S 7 4E.Elde...N Gr.** B- C. C C. C. C B• B B a B 4c SWWM Owd..MN Y6 TIS YES 083 WS Ya YES WS Ya YES BBS—__.-- 4b.61416.64114 width 5'(16'1 S'141 S'11'1 5'(41'1 S'(131 5'(341 75(Al' /S'(41') 75'14'1 CONSTRUCTION CONSTRUCTION 44.NdINBA Type =satin CONCERTI COIKAEII CONCERTI CONCRETE CONCRETE CONCIETl CONCRETE CONCRETE CONCRETE COAICINTI .-- -- lA.Wara.l916 Grads B 6 C. C. 16 6 I M B• B 6. I..land the VOID MSOENiNL BCSIOEMW 111110711'TIAl RIOIMW al SEOENTMI CORINMCAI COAE►N.BC(A/ COIMa1OM MIXE0 CORWNON. 2 tam Width 11 Il 11 11 11 10 I0 l0 I.EpNd - - _ 1 - -. .. • Polls ICONSTRl1Cr101.1 ..7:','''' 1 v*r; Aim ado l.ro.A..,; Nelehl/IB Nilt.16NNN.11 01401116.17Na. Ewa*Own R.nIW/MRNM> WNlW5Ion Ave. went co ca*E/Aow 01411•CW Owls. - -- - I ___ n p j .P I _ 'al t, c, A ' 'N 7M NNW 1. Lik: , r k'4 �. 1.. MOM -""� - . .K. 1 ' V11:113 p !�r`� I r1- R+�r S� ar , „ ;N t! I Iii : �i u` 1f 1 �a OIK i1 ;ate" mt.: Y I Alm A► Wow imp 1110.•km* I.flerw M ....A..> Nortel..A.. 6. Maw P000rrI .da Awe wwn5lAn A.s Caw.cr. Call*SNP 16.a^.11, Lt.4^0• Batts t NO , I.Ip.d .. - —___........._.-- --- _ - _. -- 2.IanWidth 11 11 11 1: 11' 11' 11' 10' IO 10' 10 16.IGEN UN NINo 11aOI1ET1A/ IaNENl 10EI REIIOINIUL — 1113.1717111/11. `BalOENTTRL coodaeEIOAl CONNIERCMI CDBMl1K7Al COIAIIRCNI. COMIltACAI _ lb w.kPNMY Gra. C C• C• I• B B B B 6 B 6 46.7td1.EBA Type CONCRETE STI CONCRETE COWRIE CONOI Tl COMAE 11 CONCRETE .. CONON re mem R CONCRETE CONCRETE M.Siderel..Adth 5'(11'1 5'(3.1') 5')341 5'133') 5'(31') 5131'1 .10' 0'(541 0'(46') /2'(5 t') 005) J 4c.116.....&OBIILN..BT YES EEE YES EES YES YES EES 311 IES YES SES 44 SIBo00 Grad. C C. C. C. B c• 1 B B. B• B 6B.O.MIaNB 46•41N 71 7 6 r 7 4 6 I 6 6 6 6 L 0..t.a...1 TEN S/1/It sit S/l S/L 5/1/WI S/1/SVP ///N SAP, S/l/EN SA/FM S/11P 1.OMpuctbn Gra. , 5 .. . P.WW TIEN/tiro. 7 7 7 7 7 7 7 7 I67 7 741 M 1*1103.O Cu.er.6. YES YES YES R5 EIS YES BBS 115 015 lit lB1 Ms ds tl9B/Gw TIM INNTREES TREES TRES -- TRea (MES REDO ROG NOG MEWM06 l0.Shede Corsage 15% BOB. 40% 15% 20% 15% 25% 10% 15% 10% 105E 11.Me lamp Typo/MIN. _.,.__._.--._ NO — ND NO NO NO __ NO NO NO•INE SINN NO NO NO I P.r*ln.l.m/Trpe YES PARALLEL YES PARAIITI YES-PABAII II 115 PAMLl1.L YES PAMIIII 015 PABALLII Yt1 PAMlttl YES PAM.ill YIS-PARAL4l YES PAR/11151 NISAARALLEL Page 417 of 1185 F Igu re Z-0 PPZ Data Collection-8111 Street A icy., 781n8► EAN8A8we Yall8RA818 ,.111....E Aw1.1 6490MR NNW 14444414441 1881111 Calm•• 0411464m6 08414111 CM awn a+ NOM •.Partln4 lavW/73►. YES PRIME 1.1 OS PARAIIEI Yt':•SPP.-..i 11S PARAUI I YES PARAL LI I YES PAMI LII YE5 PARALLEL YES PAMl1.11- YI5 PAULO YES PAMLIII Yt5 PA861=t1R—.•Me Mei 71/8/8111. NO NO .—.t0 NO NO NO NO NO —NO NO NO 7b Shade Coverer 10% 35% 15% 15% 10% 40% 10% 75% 75% 50% 60% 7..Owls WEN/Mede TRIES — TRIES 11181 TRIO TINES 18183/18114 TNEIS 76ee1/A'wmlr In18a/A1tw811r Tlwa/Atnwp 17SSV/48/6441 w.U8846q Cowrye YE5 YES YES YES YES YES YES YES YES YES WS M.Opting Typo/Endo 7 7 7 7 7 7111 I 7 7 7 7 Sc.Obtt.uctan G.Me ' 1 / 5 S6 Olni.ucloon Tv pe SA S/VG S/L/NP Sit 5/t 5/1./1 P1/5/116 Sit S/1/P1 S/t 5/1/PI 88.001rructlwt MANN S 5 6 S 2 1 4 11 4 8 4 44 SWewN Wade C. C• I a I• C. C. a e• 0 1• W.8Mee4E Caa wlq 741 YES E'6 TES YES EIS 8ES YES III TES TES 46 Slwr.A M416 5 131 5 5'(13) 11340 S,4. 51261 5135'1 I8'(4) 78Ill 78-(A3) 78;401 40.EI1/1w11 Tam CON01171 CONCRETE COIICRIE CONp0E/E CONCattE Cd/EKTE CONCERT CONCOCT( CONOW11 COMMIE CONCEIVE lb.WawaMRIY Wade C. C. 1 8 r. C• C. fl e I. P. 16 EAR/Um MEM R151OENTIA6 81310ENTML 811/01814/1 RE510ENTIAI 81Sa7EW16AL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL 7 lam IME% 11 11 11' 11' 11 11' 11 11 .. 11 L*Owl -- - -.... - _ -- gEl 110 , 081 WAY We ONE WAY WI OW WAY WI AIMS 110* UNEeA81► EMM ARM_ RAE•M Imp MV Nan Ave. EwiW Aye. -.. nnalAeRY 1111= WM*Awn. Ocean Cl. O.awn y #- CfF p( I Mgr, 1 4 r..� - / -..1 . .. ` VI 7• .... . 1 ...IR E E •6 ,o► 1 • P AM 1166 140114 81•84 8111`(41116 ane•wn Awa , .-Ave• }�11w. Y• Ca l mPam Roe a 00 OcaSI DY>' NOES ....L. KNOWIOU , ONE WAT W8 CNC WAY W8 OmWAY WI ONE WAY W8 I.Spied .. .. .._,. .. _ -. .. _. - _- 2.lam WWII 11' 11' 11' 11' 11' 11' 11' 11' 11 11' 11' Ie.Lend IEM Ne MO IIESDENTNLL— --IMN01NTIAL NEIIDOCTIAL _" 81SID[NT616 81140E1I11Rl MID C06MORCML COMMERCIAL COMMERCIAL CORM.IEIIWI SO.Wa1Aabalty Wade I C. R e e a a e. 6. 8. A M.6611~4 1178 CONCMT1 CONCRETE CONCRETE COTECRBE CONCRETE COWMEN _ CONCRETE CONCAVE CONCRETE CONCRETE CONCRETE 46.5E1.4916 MEW 5141 5'(31 5(11'1 3'(18) 5(ISI SISI 5(4) 8167) 8'145) 78'(431 84'(6'I I— r._ 4c.imam&C.IIWRMR YES EES Y6 _ YES TES Y83 YES YES TES YES YES 44 Selma*WM* 8 C• C. I 8 I 8 I. 8 b. 8. 88.Obt6YM /1 181 dm1t 6 • 7 7 S 5 7 6 8 ,7 0 Sb.7181,8166E Tye. 5/l 5/l/M4 S/6//1 US/W/ L/S/WI VS VS 5/L/P. S/L1P.,TI. S/C/P.RH FEES So.Obltnocnen G de _ __ M.DENS 1118 I Made 7 7 7 7 7 7&I I 7 7 7 7 M.61(84614 Coae.ar Its YE5 YES vis YE5 615 YES YES YES YES YES 78.81wM mos/"oft • TRIES TREES 788ES TIES 111811 TRIES TRIES TRIES/AWNING TOW'S TREES/SU* T81ES/18OG 7b. ode Coverer 15% 35% 3'5% 7181 15% 10% 10% 10% 10% 25% SiL50% S.Me tam TIP/8W . NO +— —._ _--_— NO NO NO NO NO NO NO .NO NO NO •.Parting Una/N. t YES PARALLEL 115 PARAIIII YLS IMAM( YES PARALI1I YE5 PARALLEL YES PAMLIII YES PARALLEL YES PARALLEL YIS PM4l1IL YES PARALLEL YES PARAIIEI Popo 418 of 1185 Figure 2-9 PPI Data Collection-9th Street Meta 6 B team Me* ReAditd may, NRNwMR Aws e6w11SRa Mer GNRU As.. P.nn.Ylv.nu Av.. WOMMtpnn Aw Eoilint l.I. (oalnm ABLE. OCMR Cts Oca•n D•t New. SPAY Y16 Lane/Type YES PARALLEL YES PARA'.1 f YES PARA,.LEI YES VARA,LEI YES PARALLEL _. _ •I5 PARALLEL t. -. ...t 010 YES PARALLEL YESPAPA .Oki lane nips/5.110 NO NO NO NO ._ NO NO NO OIEE SHARE NO NO NO NO Pb.Shad.Coverage 30% - 25% 10% 25% 10% 10% A�- 40% 1S% 15% 10% 15. —y d.ty 1..S1sPR/am%% TREES ..,_ TREES TREES TREES TREES TREES TREES TREES/AWNENG PALM— TREES/SLOG TREES/6LOG/Aw 4b.USIIdn6 Coverage YES YES Yt5 YES YES YES YES YES YES YES YES M.LWd1ti NW/Grsd0 7 7 7 7 7 7 7 I 7 7 7 • Sc.obstruction Gr.d. 1 `` ° y +----, , Sb.00NrucSSP Type L/S/Pr SIC M/5/1 S/t/G 5/l/NP ..- S/L/G P01/5/6 1/S/P 1/34/1./P, S/L S)R Pr SA ObeN% en deelaY 4 7 5 6 3 CO7 S 3 13 4 4 44 SW.wSEEGrade B C. B B B B Br A Br A B• 44-Wray'CwRMYMy YES YES YES YES YES YES BIS YES YES YES YES 40 5144w.IE width 5'(171 5135'1 51281 S 071 5(1'I 5'115'1 5 141 15'1551 75'(45'1 75'155'1 S•13 S1 44.SNewNY Type CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE Sb.WahabYYRY Gred. B C. t. C. 11 R _ B. A B. A B • 0.15.11 Use MIXED RESEDENTEAL RESIN NT AL. RESIDENTIAL RESIDENTIAL RESIDENTIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL 2 Lan.WW1 1:' II .• tdlIL' ^- ]l T' 11 11' 11 11 11 .. - 1. d I - _ .. •, _ .• .. Spee NOTES 11111111643 ,.. AeebM Yam ass; tomarpRM► ltIMwM6r 6UEIIOPAEIn RRA6MP 6twe71e6M6erM te6NM1/R11Mar t'deet6. Oslo M► OMbeO► OEeaeen y 0OM*8111 ad a. O LI — I '1441 fir ! 1 "�#: �, Amo e6 Eemtsap MNRyMMP Ne61wm1Am. MR.WtSne► SwMIwo H-_iN n*Mw tKMY.wLM4. CriM,0tA Ciao Nap OsesACO. Clow Dn ;' NOTES , • 7 Lan.WMEh 11' 11 .1 �- 11' 11 11 11 __ • SR.Lend Use MEOEO RESIDENTIAL RESIDENTIAL — RESIDENIiAC ..— RESIDENTIAL RSNOENTIAL MRIS COMMERCiAI COMMEIICIAL COMMERCIAL COMMERCIAL Sb-Wababh*1 Wade B' C• B 8 R R A AA A I5.SNr Rte Ty5e CONCRSTE CONCRETE .— CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCR[TE CONCRETE CONCRETE CONCRETE 4b SlderaA width 5'(15'1 513.5'! 511 51371 5'371 ` S'(3'1 5(161 Y LS 51 7T14 51 rB IS! 751591 44.616eRItM CaLwERdEy YES YES YES YES YES YES YES YES YES YES YES 4d.bdawa*Grade 6 1• C. S 9R 6 A A A A N.a *may S 6 5 4 4 _ 4 6 6 6 6 4 SO.ObelnrtIon Type Sit Sr: Si 5/1/9 SA SiL S/1/Pr M/Pr/EN S/: 5/3./Pr/EN S/.1lO M WRNS TSP 7 7/Great 7 7 7 .- 7 7 7 7 7 7 4b.lighting(0155.5. YES YES YES YES YES YES YES YES YE S YES YES ~— 7..61,0YEW/Ona TREES TREES _, TREES TREES 6 TREESTREES - ._ TREES/6LDG PALM TREES/SLOG TREES SLOG 75 Shade Coverage 20% 25% / 5% 20% 20% PAL S% 1(1% 15% 10% 10% L Me Lowe Type/Grade NO.Pa SNME NO NO NO.NO SHANE NO NO NO NO NO , NO NO•SLE:SNARE S.P.rAiry Lan./Typ. YES PARA.LI; YES PARALLEL YES PARALLEL YES PARALLEL YES PARALLEL YES PARALLEL 315 PARA LLf, YES PARALLEL YE S PARALLELYES PARALLEL YES PARALLEL - Page 419 of 1185 Figure 7 10 PP/027.7 CUII,Itlur, 10th Street 1110 611,10 Aline Rite IRR•a&do R•IRrsAw 7.Mrien Agee M«•Cr•...re.l IuclM.w.' PNAMMINAMMII ARM WnhMylM1*MR Cana COP LrII/be. or.M.Clat OS.Ss On ISOM 9 P.r\My L.n./tyw Yr 1 PARA,'.I. YES PARA_lEI OSP.", v,•. YES PAM,LEI v' YES PARALL I. YES PARAL • .+-•'A,..tl YES PASALI I: _ .._ I.She Lama TNn% ./• NO NO NO ._ NO NO NO NO NO NO NO NO 7b.SAW.Covers. 20% ES% 25% 15% 20% 10% 20% 10% I0% :5% 151E 7..INN.tn./•r.% TRESS TREES TREES TREES TREES TREES TREES TRIES IREES TREES TRIES M.lighting Cov.r.E. YES YES YES YES YES YES YES YES T1. YES YES M.Lighting Th./Grade 7 7 7 7 7 7 7 I 7 7 7 x-O/MNtlbn wad. n - r Sb.Oe4Truclbn Typo S/l/Pr 5/1 VI 5/L 5/1 5/. S/./Pr Pr/I/8R M/Pr/S/L 14/:/5 EN ..OSwntl *Maks .n RY S S 6 6 4 S 7 04 6 4 4 4.Sidewalk Grad. S C. C C C C 9 B 9 9• A 4.SNwaN . Centime* YES YES 1 YES YES YES TES YES YES YES YES YES 41 Sid.wal.M11l 5(4) 5 41 5 3! 5I A! 5125'1 5 1b• __ 5341 !!51 IISI 81551 77(x1 4..Weave Try. CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE lb W.IY.aInp Gran. B C.. l 1• C - __1 �- C (. C C A Da.Land She MIRED RESIDE NTIA& RWOENML RESIDENTIAL RESIOENTW RESIOENTM MIXED + MIXED` MIXED COMMERCIAL COMMERCIAL 11_.�_ 7.lora Width 12' 12 11' __ _ 11 11 11 11' 11- NOTES I,•-.nv,rra3ic.',' 'I 41."EI/> IM18R� AR1• AI�SMRRb. MHI�R Ar.• .rd•Ara EMw,RNRN Awa. Waaiduallea Mao CONN Ota Gan Pew. Ocean CO Own o1. a � SME _- 1 4 kv : IIaj � #47,�, yi I f . 1 ,',rte a `�; ` . , i 1 RI „ARM like comma AaR.b um.am. maw.Ame. MNumen A.v' MRSIM Ames Euclid Awe, ParlmyMna Aft" W ... ..Ak1•ton A... C4AI1E Q> Ceiling Arne Chan Ra Ohne DY>w NOTES . ...,_- 7.Cline Wldlh 17' 17 ;t' to II 111 11 II 11' .. M.land Use MIXED RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL MIXED MIXED MIXED COMMERCEAI COMMERCIAL )e W.M.MIIry Wade 8 C L C• , C• b B b• A 40.Sidewalk Try. CONCRETE CONCRETE CONCRETE CONCRETE P----- CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCEITS 4e Sinew.*width 51151 5'(7', SASS-) 5(15I 5 14I S(35'1 5 135'1 I IS 51 75(39'1 7 1551 E IS IL 4.Sidewalk Confine* YES —• YES YES YES i YES TES YES YES YES YES YES dGoad. 8 4 v..r.n C. C. C. C C. C. 5 B 0. 5. LM .Or1EteMdeniesaeY • 5 S 7 7 • I S S S 7 Se OWLrOC.Pn Try. S/L/P 5,: VI Sit Vl/M %A stow*, S/L/EN S/l.]P S/L/T VVP • MMM .U• 16 Tap. re /• % 7 ^_ 7 7 7 7 rt_ 7 7 1 7 7 7 ET.05hlln Cowry. YES YE5 05 YES YES YES YES YES YES Yt5 05 '— 7a.SA.d.PYM/or.% EMS TREES TRIES TRIES TREES TREES TREES/SLOG TREES TREES TREES TREES 7b.Shad.Coven(. 10% 80% 75% 25% I5% 20% 15% 70% 10% 10% ICA, -- a Make Lane T551/Sods NO NO NO �_ NO NO NO NO NO NO NO NC I-flarkk*Lane/Typo YES PARALLEL YES-PARALLE; YES PARA/ifL YES PARAIIEI YES PARALLEL YES PARALLEL YESPABAILEL YES PARALLEL YES PARA.LEL YES PARALLEL 015 PARALLEl Page 420 of 1185 + Figure Z-11 PP/Data Collection-11th Street Moo uar5eP5L Mn..S.n.w. Irrrw.on aw• Mer[rw a., 1314141 Mot. h.451M14418 5w• wd195050,>, caar Ct. ceNrr M'Pr1 Dart to Otero Or.Nies 9.Parton;tarw/Tppe In Pn.o.H • In Pa..r tel va=a,r.: rr.Pa.aur No 1.1,...elle on rrn Vu.Im •n Po,. •n P.rr.n ,1 to Pn.4. •SM Ler Type Ne No ._.-_Ma i Me NO NO MFM.Sham Siam% M No No No -.- 7b.Shm14[a�..._- 35% 75% 10% 10% 70% 1N 501 15% mod p 10% % --_ _.--..-_.--_-- 7%MM.type/Gods None Trees Trw1/Pple trwessie iteesAaun Too/Pei. Toe. kerne Mono' het Trow 4 U9Mt0E Cower 115 71S4--- 745 its ft ris _- .Is 115 45 45 YES 1 •s.UpHMe tope/erode , Co ed Mt*ken. Coral Mal Arm Cooed M! Cursed Cursedd Wad w perm MFine Ne.I.TpW 4 p. CV Most th N..F rho Mw I-tpe N../Type Nw tlrpe 5c Obstruction Gods _ __ _ .. - Sb.OMwrrrnw.Tn. sil/m,N '_ sy WP/G Strait t/►u.r/WP L us lh/G 3/5 I/3//%/P' 1/5/1111 115/1. St.0605rm1ee drul9r 6 • 9 I 1 I 9 * 7 • • 0 •d.ShNwM Grade C• C C. ^_ 9(at W) e M 0 s 5 1 e 0 at-NN.sN MY%dq vol ns n% no vol ns RS til vol n% • 451dewoe wed* 514'1 5')3) 5.)1') 10(5') S'(3'1 513) s 4 7(15') 1(S) 7 4') 7')35') 44.I55S Type Co.uev.Teet.oed Contra314-1.3urw Coe.traM-T..Io,A Caese.4o-Te.l..d44/. COMM.-I...rund Conhoote lo.d _ Chun.Tortuord Cr.pete•.orad 7.0041111} 3b.W.Naberty Grad. _ - N.talse Ole Park Perk J _..Pie__. Perk essidenual Mdden[W OeverwMaH CesNerON w COmmnb CaM MOO,marf* M/ 2 lane WHIN 17 II _ , 11 II 17 95' 95' 95' % 9.5' 1.read _ _ 'I -. - .. - .. .. NOTES -• , kulbouls resoiMoto.mp Motoread to Ped `#18111116:: `, *444114. taaNS•.ae Wow ewe Ne4reen Me,I M..tran•w, 10611516.0. Per5n1Ta5N 5.a! a5MPllPnr.a9. Caiam OWr Amos Omen Ch Dern IN.4111 11th knot .�1 ~, ...`.: ++.% •+i 1-,se ' I go Kri og,*I_ ra ;;011 ^` 71r.MO\ lion Mow w+r/1w. Warm kap •1515M55ge I B.•.• ;r�n0Mu SN� 5i�`P' 1wIM�M*op t,•%9N Wl c.u......� Often Qs 0.o.Oro mow NOTES a*,.Wod.n poi twnew.ry W1.7.Roden Bos Iempowy F1ba.s w/7.M oast are.in Middle , I TPedd MMM - .. - - - , 7.tan wN3M,___.___ 124 I1 T..es,..+I,,. ._ .,5•'Pl:r'IU5 31 �, 11 17 9S' 95' 95 95x...-_ 0.-----. N.40.d IN. MMOrfM 5.0400.0* E15011N1519 NMdm14 55005.051 MIOmlS* 5095150550 Gerona , Cwaaerclr Cw.Mrad Nolo 0 w.M.brty wad. ---.. '__ -- -- ,__ ti __ - Mo. No Tope Conna.TaeN*0d C.a.a.Twl..l Coop155.Te0509 CONS11I4TIO0. CPntr.a•Tnr.od CP loolo•TSINe.d Comor.Y-Trn..d Coorses0tooko.d CoscroP7r:brw 4,Stews&wank 5to1015) 514') 5'(4'1 114) 7'(4) 5.o 714i 5 14 1 -__ 75'141 5'141 7514'1 15141 kNO.reN ONNINA, Tts e6 til - ns -- ns ns ns ves _ ns ITS ns ked SIN..&4.04 0 1 C C• 0 INC• C- d e 5 e lc OaaMsrNw do*, 1 l 9 COSNtNII[7ION 11 M IS 7 • 7 5 Sb Obeneeen Type Se/M MP(061.e.4110•.b..M) 31/0509P7_-_... I/CIP/WPI 1/CPPU/1NP2 t/CP/S I/%T9M'►P ORO H 3/LAIR t/S/P,/9H t/s/U/.H s . CC'h51PVC•Eh Sc OOMatbn Node ---.---- r --- . S.,444.4 Type/NON CANN Mea4Clove4 Meet o Clove Nee o Compel Mut 4m NowI-Tjpe New%Twpo Nor FTjpe CuoW Most 4a ' Nr hope Nee(Type New 1-Type Slew Ft/phi b l.dT.wy C.wr.p. YES 105 .15 'IS 115 __I '95 -- •1 11 735 715 45 7..Meds tope/Mama P00%Tran Pale Nees Pale taw hod Trees Trees(910$ Non Po.n 1-.01 PMO No , hm.Trap Pro Tem Poi*Tnra Tb.Sheds Co-mop 45% 15% r 15% 15% 15% 1% i 5% --A-------•"--A IOM _ 10% 15%_, M.51q law Type - NO NO NO NO NO NO NO NO NO NO NO 9.h•.rs tene/iyp. •n P.r.l%N In PPNM _ rn 1,0•88 Tel P..tlw _ res Par 814. rn P.,.4, Ito Pa‘aI C n P8018n P. 8 IPmWr Ion Pooh to Po... Page 421 of 1185 Figure/12 PPZ Data Collection 12th Sheet T_, AYMy. L.RReAYe> ROthr.Abw> *Omen Iris 148.44111•A ANA ls.RdAwa NNn.,.yw one.AN C.RA.4C1.I Co%rgAw ON..AW, OcwnOr> Metes erw Ayes 'ANA ,PABALIU$S-PARA:i(',YES PAMttfl 9 Perking larr/Typ. -::Aa.A ..., Avf_ YES>A+;. e.Nile Lem Typ./Gnat NO NO NO NO _ NC NO NO WORK!SN NO 76.Shade Cossnaie Tos, 7[7% . 2.4.9 w 20% 5% 10% 10% 30% 10% 7a.WWII type/Gnat TRIES TREES IRFES1ILOG TINES/BLDG TREES/UDC. OIDG B4DG/AWNNNQ TREES TREES PALM/ANN 64 1IpMIn4Coverag. E!S YES YES YES YES YES YES YES YES YE. 4..lyhtlrlE Type/Grade I I 7 7 7 7 I I I I Sc Obstruction Coed. B '• CASESb.Obstruction Type SL. SME DGE L/S/M !/S 5 5 S S VPS/NS US/E S..OMructbw MmRF 3 4 S S 4 6 7 6 5 7 `_ Ad SldeWaA Grant B B ` C C. Y• , C. 9. B. A A. . - -- YRS YES YES Yd YES YES YES YES As.SWAINS ContesuRy Ns TES - ... ,b.S.d.WAE...dn. S 41 514! 4 S 5 IS'I SIIS1 5135'1 S;1S'1 r 161 7,'S1 CONS/ .•IA 4.Wenn*Tytr.__. CONCRETE CONCRETE CONCRETE- NCNO COMPLETE CONCRETE CONCRETE CORETE CONCRETE CONCRETE COEETE 30 WaN.WIAVG.ad. B 9 C C• B A B. B. A A N.ua Ike RESEDENTIAL ... RESIDENTIAL -• RESOOSTI#A RESIOENTE N RES[OEM7Al RAMO MAID MD[FD WIE0 MIME) 2 Lane Wldl% 17i7 II' 11 11 11' 9 9 9" 9' 1.Speed - ..- __NOTES DRIVEWAYS/OS CONST Ng OW. 46..110. l.INTI o RIIdNr.A. Jefferson Ares ~Olen ANA DAM Ago' 7oinryk RN Ars. EbNel ANA boss Wilts CClam hop Osseo Op Open Dm4 4. / . Al: , l aoeE 1■1YE11yl► [ 1 . t onail I. �NlP 1r�1 ' • MIS Ci r •� .; 1►!R SIM r•. 1 . . RPE CENet% Alton Rd. LM Iwo !MA's.Av.> N11.nsen AN. MINTON ANA WOW ANA PennsoAANr..Aver Orem!A.e>tUEtlria ALse Cabe Ca Wins Ars. OEMs CO Owes O.s NO'ES 2 Lain Width 1/ 17' _ .. it 11 11 11 4' 9' 9' v M Land Da. PARR PARR RESIDENTIAL RESIDENTIAL RESIDENTIAL MIRED MIXED MIRED MIXED MIMEO lb WN4b4Rty Grade B B C C R B B• B. B• A - I M.FEdew.A Type CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE At,Sidew.A.ndth 513 S1 5'135) •---- 51Al 5115'1 y 5111 5157 1(4I 7'14I 7'(5'1 1lb) 44.SEdna.A C.MBN4Y YES YES FES YES ' YES YET YES YES YES YES Ad Score.*Grad. C• C C C C• B B B A B• Ss.OM113.4 141.419 7 i 4 6 11 3 7 7 3 7 S►.Obelructan Typ LING WI?n/l!G LIS /S ___-. './S/P S S/►/EN/t/W► VI S/I I/5/P/AP Sc.Obstruction Gree. • s • M.STRMI NE Type/er.6 1 I ._ 7 7 _ 7 7 I I 1 I b tleMlry Coverage YES YES - `_ YES YES YES 015 YES YES YES 077 7s.Shade type I GNU TREES TREES TBHS1N00 TREES/60X TREES/111.0G IIEW11.0G EEDG/AWNIIC$ TREES TREES PAIA/SLOG 70.Shade Cur.rape /0% 60% 30% 75'% 70% 213% 15% 15% 30% 105. R.MN Lar.Type/&NM NO NO .- NO NO NO NO NO NO NO NO 9 Parting lar./Typ. YES PAAAllEI YES PARA;.E. YESPAAALIEL TES PARAILEL YES PABAIIIL YES PARALLEL 1E5 PARALLEL YES PAAALLE I YES PARAL LEL YES PARALLEL Page 422 of 1185 Figure Z,13 PPZ Data Collection.-13th Street Mem Mo. Mlsblem Aye* 1.35enon Are. LA.IMie..M., tcc1.0 Av.. PeArrYRapee Ape. O..eel Are, YONNInetan Awe. Center Cr,CMR.Av., Db..Or Ooew : 1 Parking L../TYM NO NO ELS PARALLI l YES PARAII.L l Yt5 PARALLI L YI I PARALLEL .Y 3 4 r 3 V P $1.11s LM.Tp./Md. NO NO ... NO NO NO NO/MO SHARE NO NO NWBBGE SNA-----;s1"-- 7b. - NO7b.N.M.Cowen, 50% 35% 20% 20% 25% 50% 30% . 20% 20% 20% 10% 20% — 7..MarkePP./OMR TREES IME5 TREES ISLES —.PADA/O.OG TAUS TIEISIOROO 111((1 AWNING 11(66 MAO/ADD PALW'MDO — 60.DOM%Cp.•,. ELS CIS YES YES Yt5 YES 31 YES YI.5 315 YES 115 M MIAMI Tp./Orad. 1 E 1 1 7 7 7 7 I I I 1 — Sc.Oban.ctb,Goode 4 tO N A 50.Obgructbn Typo L/f/S L/T 6 .. M SA ^-! lel 1il/G/P L7�P L/5 VM L/1 S/ S4 ONNYIN en Array 5 3 1 0 S I 7 7 4 5 6 7 ad Sidew.lt G.M. C C A A B 0 `_ 1 C 1 0 B. B• 4,O HARA Ca.tWM 311 TES YES __ YES -- YES YES YET 'MS YES YES TES YES 4b Sidewalk width 4'(15') 4'(41 10 4'•l' 5'(4') 5'(4') 5'(4'1 5'135') 75'13') 75'(5.1 7.516') 1(51 y M.Sy1Walt Type CONGER CONCRETE CONCRETE CONCRETE CONCRETE CONOIETt CONCRETE CONCRETE CONCMIT CONCRETE CONCRETE CONCRETE . ,----Y-- �.— 3b.W.I(.bBRYCoale B e A I A B B B c B B A A 3a Rand Ute RESIDINTIALNAST RESIDENTIAL PARE PARR IIES1OBN5EAL MIbENTW. RINOWTML MIXED 14100 MEMO MORED MIXED T_._, 2 U.Width 10 10 11' 11 11' II' 11 11 :: I.Spred • - .Spred - ._ 90115 ' / AMA MP lAWAil IWO 11141MpaA Ars. NEE.rrt Awn MMYM Aper tach.A... Per.rr5Na...e AMA SEBLEIME► TN/IRLIEB.ism CRAW Ct./C*1.Am. O1. .O,, O....00 EMMA lath Street _ ( ,• r•w .,ter iii"' .. .�r �. . /R���I � • - ~ ' a, ' j j '/l�R 7 �a I •i4 M.M 4 LRw ' . . ' AIMA Mr um.A..'I Mac Llan Aw. ..- - R./late..Apes MwMIM Ape. (...he A.A. Pe...YN.1.N Awn Dr..M Aw, W.h.ngt.n Aw, C.1110A...11 Oeear.0r, Mow M. Orr NsM. NOTES • . 1 Mood .. 2 La.Width 10 10 11 :: 11 :. 11' 11- I1Ii U.MAI Um 111110ORi3AI RESIDENTIAL PAM PARR RESIDENTIAL 51SCANDAL RESIDENTIAL NNW 140610 WOO M010 WOO 3b W.1.b4Ry Grade B B A A .__-- B B C• B B. B. 1. A w.544.995 Type CONCRETE CONOIETS CONCRETE CONCRETE CONCRETE cowwetI COEICRIT1 CONCRETE CONCMTI CONCM It cONCRRE CONC 7Tl 4b SIO.w.lt width 4'(4'1 4'14') 10 1•(' 5(4) 5(4'1 5'(3') 5'T07.(3') 75'10'I 75'(5) 75(51 15(61 44.Sidewalk C4.Nkbe r 113 TES TES TESF_ YES YES ME YES YES YES YES TES 40 Sa.w.N Wade C. C AT A B B �_ C B B. R. B. A S.QrydWe M..IIE R S 1 0 S 1 4 I 0 7 4 3 SO ObanxtioN type , 1A'P/T r— LJWP/YM[DGE G SA S/l SA SAA SRA SAN US 1/61' Sc.ONacatbn G..M 50 10 e . L • 6.UMNINE Toe/Ord. I 1 '-1 1 --4- 1 7 7 7 7 L I 1 I----1----- - 5*LrMR%Ceperge Y(5 356 YES VII YES YES VII VII rt5 rtt YES r5S —4TREES TRIES PA1M/NDO TRIES TRIES/SLOG PALM AWMI; MIS IALMAILD0 PA/MI11DO )a.S1./e AP./Nth PALM RAW r .__ _ 76 SNM C.wrge 104 10% -- 70% 20'% S% SQ% —_ 1'.% 5% 50% )0% 20% 27% O.lad Is..ram/Mead NO NO NO NO NO NO NO NO NO NO r_ .-- 9.Parking La./Type 315 PARAI.I(L YES PARADE) YES PARALLEL IR PARAIIt1 YES PAMII II NO Y P Y P Y P Y P Page 423 o1 1185 Figure 2-14 PP2 Data Collection-14th Street c .0714‘114 Allen Ms L. Awe MINIM Oda• NAM9M Amp WrMew AeeP bail Ave. (NHw1lwrJe Aro 0n4N Ave, waMmOtbn Now URYr CO CORNS Alt# Odom CO CONN 9.Pertlry Ilrn/Tape 610 N0 05 PARAll1 l YES PARAIIt1 ^^ -_.1"L'AY4111=----0 c(APAt.1. 115 PAR/alit I APA(IE/ Y PARALLEL - r POO/Ill S.Mee Lime ryes/We4e NO NO _ NO so __-,, NO NO ND NO NEI 41 NO NO 70 Shade Caverrp (0% 10% 75% 00% 40% 70% 05% :0% 20% 10% 74 SM.Type/Graft TRIO TREES VMS/BLDG TROS/ELDOI 1100 TRIO ARNI M PMWEtDG ►MWILDG PATAIMEE 60 141051$Coverage YES 415 _�F > YE 5 YES YES YES 115 OS YES ITS !-' w.WO%CVO iOMNI 1 I I I I 1 1 _ I I I Se ObstruttNn Gr.da 5 X a 1, 5 9 N 9 9 Sb.Obstruct/an Type HEDGE HE0G1 -S/I/HEDGE S/L 5/L S/L/PT S/L/Pr L/51014 SWN/PrIV Se.014Nn*tYRISIl*V 1 1 4 4 7 _ I I 0 4 I 44.Sidewalk G•.. C• C• C C I C. I. A A A • ac SWNM GMAT N9 YES YO _ } EO Y8 YO YO RS YES VES 147 N Sdeg11 wN1n 4(15) I'l15'I 5'ell 4 ICI 512 S1 S'IA-I 5'(35'I I'(5') 9'17) 716'1 7'(6) 4e SYeesLl Tyne CONCRETE C011CINTE COMM CONOtETE CONCUR CONCRETE COIIcl.TE CONOIETE cONCRITE cowmen r lb W•11.41411116 Grad* 8 B C C I C- P. A A A I.land IAN RE510EN11AI ISIOtNTIM 11111110001144 RE90EN71M 1C11006 1CNOOl COMMEICIM COMM- COMAE COMM 1 Laid wleth ._.--•- .. 11 I: 1 I 11 11 11 11 11 1.See. - 1S 30400E 11501001 15 504006 - .. • - NOBS , .........1/11081114 AAM NO LeIw 4.0. (II elgaR I.14 llUeeIOR Age. ~Elm NOP 1.114 Al. P.nn4y1v.nla IWO. O144.*. tIRII/IIMM amp Eerrle CD Wins Pre. Oaten Ca 01010 4.164. . 14114 Street _41 Aiii ..y i.......g:,0.1 �' I ;. . 4114 . � ...- ?�! nil` . • "4 �. { "'ir' _ h1• e r--9 MOW* ARee Rio leno•Aw.. -W.nv.n Arlo Nile Iwo Alp M. Ave. WM AMP Peewykdo•Mow ,e.e•.A+rr WaNurton Ave>l Collin*Ct•'Callum lee• Ogees Ct. OeMR Or. NMI NOT IS OS 1 .1 See. IS 501001 15701001 IS SCHOOL .. - V 2 lane When _-_ ---N ll' 11' 11' 11' 11' 11 11 11' 11 la Land LIN N15II3h11AI RESIIXN11At RESIDENTIAL RESIDENTIAL RESIDINTIAI MIXED COMM. COMM, COMM. COMM. lb.Walkabllby Grad. Bt B C C. C. a B. B. A A M.Sidewli Typ CONCRETE CONOKTE COMMIECONCRETE _ CONCRETE COIIOKTE CORONER CONCRETE CONCRE TI _ __ 40.S.Me.e11 vel0tn 4'A 5'(35') 4(11 5'IC) 5'(38') S'II I') 5'(38') 7•'16'1 7(6') 1'(6') 1'11) K.Sidewalk CeRIMW1y YIN TO VIS YES Ill YES RS YES RS YES NI Sidewalk Wade A C• C C. C• I 4. 11. A A r SA Obtreatia deANAy 1 I E 10 I 0 0 0 0 0 S0.OMtrt%tl.n Type --._ _-- Hf 006 -- _ —.--. VL/P/WCP_.�__s/L/cv - -. ----.-CPA/5 14/15/W L/5 t/5/P. _1/S 1/5/41---- 54 OMtrudbn Grade u 11 .. .. r _ 4.4006,18 No./Rep I I _- 7 7 7 7 7 7 7 7 Ab.LI/MY11 Coverer YES YES Its YES YES YES YE5 CIS YES YE5 70.SM.e TYRA/Rede PALM TIES _ __ men/BLDG TREES//LOG _ TREES TREES/BLDG *WI I4* PALM/ILOG PALM/OLDS PALM/RIX -- 711. 7b.Shady Covert'. 25% 2S% 20% 20% 1011 10% 117% 10% 20% 105 O.Elbe lane Tem/Mode NO NO -• .. /A NO _ NO NO NO NO NO NO 9.Parking L4rm/Typ _ NO i NO 4E5 PARAIL1L YES PARALLEL YES PAXAIIEI YES PARALLEL I PARALLIt Y PARALLEL Y PARALLEL Y PARAl11L Page 424 of 1 185 Figure BEs PPZ Data Collection-Espanola Way E04,,w.:, . , ,3104•#,L,i ADEN M fano.Ami. MM.rs..Awe rlww 4B.1 mend.an Awn MI EN* F_.BlkONI•AW. O1od Renor WINIONI LBH Ow. GBIn.Arte/ Oslo ars N PsWNgla.w/Typ. `ISPARALIEI -'IfS PARALLEL YtSP/PM11Al NO/PEOONLY 31S 1.4.1441.1.11. S.SIM Law TN./Nip NO __ NO NO NO NO NO 71s.Poeta Caee•4. - 30% 7S% 40% O% 10% 60% 7a.Sado type/&Ma TERES TREES TREES NOES/ANIMA MESS lAWIENM POW/SUM — Eb Ughttne Canna. 515J YES YES _ VIS _ TES TIS — ia.LMNInf T7••/•Rda 1 1 I I I 1 --..._-_____ • Sc.Obu bsct 45 Grad. ' I,, In Sb 000n..1.Type —. S l/M/S 3/5/S 10,1 SC WAN M.001.1PATH — T/1/5/9, 1 Ss.O V.rO1an rla..d{y _ 1 W 6 S 5 0 17 —.-- 44.SMew.b Grade 0. B B A. A. �' B. .4a.Slams&Continuity rim 51% yes VII TES �_ ITS ab.SM.wab width 3S'13'1 5'131 •;(31 S'TO 11'13') .30 .IV ----..- 4a.SWewak 3ype r CONCRETE/MARROW CONCRETE CONCRETE COSICIIT, AMMO CONCRETE iJ _ 3b.W.kGr abalty ant C B B A A• A la LAM Ur. INSILTENTIAL RESIDENTIAL RISIOINML COMMERCIAL C0MMOIDA1 COIAME10Al. --. --..____ 1.Lane W4H. B' 11'o.A.way I!'on.say P.O Way 9 9 t.Sp..d 15 MRN SCM - -.- _ .. ' NO115 ONI WAV W1 ONE-WAT NO 0311.WAT WS PtOfSTRIMO413 •55.55!1•,' - 11 1011:3`611111 Alan INN Mom Ave Widapi 1 Amu Mono*Mew MIIMN14M t Ave R5.,... I'aaY ABB. OIRnII Ow* WtytNylBR*we CONN Ono. NISM — .7.IL itLift* • Espanola Way 1 I. 3 r ' ` ri . I ,b • t T t , _ Pyr S .�.a,yr.i.�i1 ..,.....,.. .. . - •ill - s • A r a!� • } _;� w0 •` t' - �.� Ili I AIM RR. Eaves MP Mdas.Ara 3d10rasn aw.I 145.4.145 Amo.` ERdMAw. Rars_arwrlk R,n` buai Ml� 1110118111.10 IN. G/s Awe IMP NOTES OM*0'we OM WAY we ONE WA,WO 11013.11[14110141.• .Bola 04.' • . 1 1.Sp.sd _ —_ 4545 4545 _ .. __..___.._.... • 1.ire.Width I' 17 one way 17 ash way Pad Wily 9' 9' _.__4545. _ 4545`_ L.UMW* RNOENTMII KNOW IAL RESIDENTIAL COMItNCMI ofteguak COMMNC3Y le.WMB .IBy Grade C _ C A A. • 4.MI Reps `� �_CONC71ETS COMPUTE —Y CONCEITS COI5 TE —a AMMO CONCN TI ..— 4b Sad.wvk and[N 4-(11 4';2'3 4'B 5 13'7 'vA.rt S• .10 .10 r— _. --45____45. 45.45 -- 4c_yyww CasNBOT ES VTES TES TEs RS TIS Ad S.dewaA G..de 0. O• B • A. A A.OR.p.atle.*moraya 1 S • , '+---- 0 _ U ___—___ 5b.Ointrio ion Type S/t Sn sn 3/5/REST TCL---- MIDDLE PATH INP. -- --._ -- --- -------- -- _. 4545. 9 Se Obction Grade Wu10• - a — 44 LMTOPE/badB I 1 1 1 1 I —.___ 44 L.O.fhrg Cwwy. it% YES Y15 YIS TES T15 7a.N0.0.,tel./Nrar � - _ TINES I5 TINES— TINk 1 ES lee y NW/LIDS _45_45 3b.Shad.Coes... 40% 30% 15% 55% O% 50% _ l _. -. -. •Ns LNn TYPE/Wok NO NO NO NO NO NO N Parking L4n./TypeVI5 PARA1111 'E5 PARA/LR YES PARALLEL 115 P/PM351 NO/PIE ON15 II LLW S!MAI. Page 425 of 1185 figure Z-15 PP/Data Collection 15th Street /111461► WNW As*. 111 1/•A•►1' 1611141011 MP MsI eAre, 1111101 Awe 30091/141160181111. 0f61111Awe W.erwea'Are>. Callao Arm Owen Draw Melee e a PMingl.n./Tlae •ISPM•tllt nSPAPActII .15PAAAIIII +15 PAPAUIII t IA.Y 1• +15PMALl.51 415-PAIAII FL '15MP,: r •I raYn p. S.Me Wm 710a/6.10 NO NO NO NO 1 MO NO �_ NO NO/OKI SIM( +D .�_` it!tllede Gramme S4 20% 104 l':4 -.. 11r MMS Wt )51 HT 'tom 76.1A6M tA6/66161111/S ^— LAW PNM TINES f 3 PIKESIP Mai 1.4041ww'{/A Mid.r.l1 66 Lead'Gamow 445 415 n5 ns ♦, 'I5 rtS +IS "I5 TI, be.1.y664TSM/b10e 7 7 .-- 7 _� 7 7 7 7 7 I Sr Obranatkr.fired " A Sb 0NO4444an Toe S S 1/!./Mtrx.a 5 S S %ZIMDGI 5/5/P0[ nLLSS!r+ N.Obeendlint arette 4 6 a 3 3 • 1 a 1 Ad od1.4 Fab I 1 6 I I 1 C• I A •A.Mbao6 0lal f/atl__ _— KS 1R 1 411 443 KS 113 'E1 013 46 Sidewalk wall. 5'111 5 Al S IA I 5 14'1 S'14) 5 141 5'14'1F^ S-1.1 _.J 1(5 l 43l/eawPl p. CONONTE/ET CONCPAT1 CONQETI COMMIT' CONDOM amaiEt3 C'O1f04TE CIOe1CA[ft __..CONCI3IF lb W.ludMol Gred 6 6 6 I 6 6 1:.. A A e- 3►11'1.1110 COMMICI IAt I[SC1NTMl I110[NTIAI T IOSfME I61D1MlA/ I3pENT1At`_ 111101101141 040110y J COPMIPSICIK 1.Lane wa1 I1' 11- 11 I t' I I' I I .. 11 11 Ill I.SMaa1 .. .. , _ - NOT1S ,1160110D1 NMDGE'IIS AIN M tally Ale, MktyN Ain, Nf enan Al.. Meddle.Ara, 1 wad A4e. rtnnideerw Awa. Word Allow Wd0109Isn Ata, Galina Ar, a 1 N +... � aa 3614MrM P I A ll to sixim '�' F A 1 Irl WWII Aeon Pd, Lows Awa, V.<r..p•+. , .mama Ave, '^Are,l _ 1nd4 AYV _ P1nn1'IW.nM Ant D..4*My, VI011190111111how 1Mlns era.1 . •.. NOTES -mute OUT CONSTRUCTION 1.1la•l _. .. .. - 7 taw W4tN _.. 11 11 ii 11' 11 11' il' 1]' 10' la.Ir4 tM UONMAORC1A1 MID 1111131D1111111, 111 1441141 1 MIpM15M IfO(MTIM 11/231010111261. .--- IMOD COMMFlIML s.wraleNI Grad • I $ I S 6 6 —_ I _ A 4 11••••••Type __CONCPITN CONC14T1 -�- C01101971 C0'91111 OOMO[l/ COM013'T1 COfg111N C01104ft CDKIft Y Sld.aa6 walla m:7 1 5 141 5 1.1 5 141 5 IA 1 5'14 1 S!CI 5 141 6 IS'I r ---- — Al 64ew6firewall TES KS TES 111 R5 _ TO )13 113 ITS 4d.Ndvale Fad A I I �_ I. 6 �-. 6 6 I • • N.OI1d1N11ew Ow1N1 0 64..- E I 3 7 �_ S 7 - _.. 1•,Obsavedart Type S S 1 S 1 S tin 11115 1,OSNIaYma Fad ;._ ' • ` S.Weft TV*/Mole 7 7t 7 7 1 7 7 7 1 AS 601900 Cewer•se ets 455 n5 415 r/5 455 415 ns --a • ns 76,1111.610•/b•1• _...714[5 T1015 1163 TIMES 18113 TIM �_ 1111111'13 y PALM • Stade.fCwwale 104 04 1 504 104 154 S0► 10oo 4 f �_ .99 60% I.1601r1e T1M/bole NO/514/110'IRI NO NO NO NO NO NO NO ^nNO!I6E f1kME __� 6.Perleglaw/TTPe rIS PARALLEL 4ISPAIALLIL nSPMAtl1l 451',MAMMI rIS P4Mlltl YISPMAILIL 4ISPARAolt 415-PAPAll/l _ TISPARAt[t -T_ Page 426 of 1185 Figure I•16 PVI Data Collection-16th Street •4:q,,... •-i';•:.•.% Moor. cera.Awe; 616154gn Awes N0466e6 Ares 11474I144 Aria 111111 Ago o 10.004P41114J11ee16 ArAres o . W. ryten AgCe19w Aw. Mpl4 9 Perth%tane/Typ. 5I5 PAPA1;11 '.PALIE1 "t.PAAllll 11',14441111 5150APAlttl, YES-PAAAIIII Y1594941111 I -•.La.A.7. ',IS PAAALII G Me Lala T9G./Mad. GI11 GallasGAMGLIMGAM681174 GRIM :.AELN NO _- 76.Shod*Cewr i. 15% 40% 10% 40% 40% 20% :1\ 1':% 50% 76.OM.row/*ode MILS/AWNING TITS Tlfi TKIi "_ 16(99 TKES Te[FS TI19/AWNING/SSDG TII[t3l AWNING. N 1ty991e5o11.r�CY() 515 YES 515 515 YFS ♦ 515 YES 9(5 _ _ _ _.4 �._._ M.WOG hl./Made 7 7 7 7 7 7 7 7 I 5,,Obsn bwon GI.d. 1" 5 ° ,. S6.0bsa trulln type SiVA1t1 SA SA I/1 SA _ 5/1 5 ^ 2/Vt./GA - WI. ,�.,..._. 11.0iyiwR9 � ^- byal0 t 6 5 9 1 I II if M.Sa.M ire1. t S S C. _„_ C. ^ C. E. 9. 5 _. 7.--- 4c.14111 MAIM KS 911 9f3 90 1B 9t3 KS 919 9E71 ---• 46 Wawa&w161h 99'171 5l47 5171 5141 5'741 5',41 5141 . 51p 107151 514 1G646611a . 1:00101171CCNIQLTE C01401111 0155 I1 001101171 • CCNIC11 39/FTS- COAIC917E/PT COMCAITI/F1 STI 4. - 16.W9164611ET Grade 6 I 9 __T C. C. C 8. 9. 1 l6.Laad Use __._►10® 111110141114. 411101161664. _may K.1 19161 91910(1111 y_10110(NTLL 611101151955 COMMON 9119160041 --.._-- 7.saw A 1^ 11- 9 10 11 11' `__ 11 II'_'. 11 11 t --. - - - « -. - t soa r 40115 C5 MC CO PN AMA IW Lar16.491. Mom A9.. MM.Are, MOM Aw. MAN MP PeemMAY Mo IMINMam VOO M AMP /gaDiIt_ • 16th Street 7 1 1 ,2 ,, /• r T_ " Y� �B 'Ill y ��pow ��y� • a I ,® eft I • ,`� � •` ` T1s 1 _ 91i. �� r r( C y PPS C.1111P MOM 11116 1e/GeAwP 4761 44,A,1• nllwsor.A,.• ..rerun A.. .._,,4. •.,....4 Gm (1PwM Asp WaalaNlm Amu Collins Aar. .40`15 CONST11VC71OM/DS OS L.10.ad .. ... 1CM 11 ♦ to' 11- 11 11 II' I lane W _ 11 11 /1.land 1144 MND A 114610114610047141 111161041111040EM11116104111104114611:414T1/4114611:414T1/41113101/111113101/111A1L1113101/111A1 16511X111144EI4K / 01T111 tom_4- 610910 m4MOA1 M WrY19 Grade 1 C. a I. a [. __ (• I. 4 .. -..--- -..- 4a lid.1lb 1905 01(0111 CO11CITt/FT COMMIT(/47 CDNCEITI/F7 OOISOIM I CT CONCEIT./n OOIKin1/it WONOKT(/it COIC11111 -- YWawa width 5 109741 S 147 5'74) 5 14) 5 SAI 5 14! 5 141 _ 5'O 1014'0 10/7/ r___. _.....--- 4c9IMCNOMM 4. 19S KS As 913 911 TO 919 MIL VII __-. _.. 4l.Saeweet Great 9 C. 9 (. 9 (. C. 9. A fi ObsbuaNen 44.4117 10 _ 10 11 7 IO 10 l 30 / 0 S6.obstruction Type - SAN/I/% 1/9 S/l/G S/I 5/1 Sit S/l S(1/Pr ',/S/I/0 Sr.Obstruction Gr.d. 6 D 1 1 ' 1 1 OA U."11 T71./91.4 7 7 7 7 7 7 7 7 I db.11d91ne Cowt1 e ( IS 111 115 'IS 995 __ II) Y() YES Its �_^. 76.11.4.71./I•.4 -- ISS Tin TILS OM 9999 TILS Tilts TOIL/AWNING TWO/AWNING 76.%rade Coverp. 5% 10% 917% 10% 5% 20% 50% 25% 20% S.M.161.Me/914 91971 0011% 71 Malt MM MIN MIN GI O. y. WWII NO rT 9 Penang 1. /T5'.e 915 PAAl l9I VISPA11A4L(I r1SPAAAIltL tI SPAM Ill _ 511PAAAlLII YES 9A14.4.11,11 'IS PAAA1lW 11 ITS P4AAllfl -71 SIAIl1l Page 427 of 1185 Figure Z-S PPZ Data Collection South Pointe Drive '.",..:.i. DOWN Agan Ad, a1NNYlelon Awa OMM Caddis Ct. CAn.. Ocean DI. U.S.. Ink( Lon./Typ. VIS PARAll.F 0 5, YES PARA..t _._,. ., .NYlane TV../GOA. Y-GROIN V-GREEN V.GREEN 9-GREEN Wl 70.SMA.Unwrap 30% 606 10% 50% ,�_ - 35% 1 7..MINN the/Grads Trees/W1 Trees Trees TrNE/gala i.e.. 60 LIEMln5 Cowry. V r r V V M. T 4 &ode I 1 I I I x Obstruction Grad. b ___ 71 S0.Obstructor Typo I 4 G L/G S..OYwettler Mrwey 0 1 1 0 I Ad S/d.w.n Grade A A A. A A MM.M.eM COM.wST - V V V V y 40.So.w.A width I'(61 9'139) 9'(39') 10171 6S(51 .IMpeyery The PAVER COMC CO/IC MKR CONC lb.W.naality Gr.d. A A A A A b.L.M UM COMM COMM PARKING _ _COMM 011710,411.7714 7 14rw Woth .. _.._ 11' 11' 1. I.SPwA - - .. N01E1 an aim* I.:._..• .. ill.r1 w - M •r r r f mat* South Panto 1 .. r / e OTIw � SOF " , 'r" leM� I* _ • •*prir *r. G PK CAMN Mor 547 WN .NYI/l Aram R a Gans a CabeG[h.R Or. Note Y NOtt3 s IULSOUTa r - F.SPe.A .. Low Width :: :: 11 11 :1 I.Load U.e ��— ' MIM MIX MIX tatIMNTW M01 /b W.Ik.031tt94r.ea A A A B• A M.Stews&Th. _- ►AVER CONC COMIC CONC PAVER b Snow..moth 10 11 3 1 7'ib') 7'161 6 WI — 6.16.3 .c.Wow"CYnYR11M 9 9 V V V 44 So.w.ik W.A. A A A B. A � - -__ J S.tMMnsUmt*waft 0 0 _ 0 B , 0 Sb Ob.tnortlea Typo - I. 1/S/Pr _ S.ObstrutUan G..o. ,.____ It LA$Typo/ends . 1 . I 1 4 60 I opting Cowrllp Y r r V ,—...—- V _- 74.Shade the/Gras P14M/KOG ^ PALM/BOG PALM/BLDG 1 PALM/BLDG PAER/AIAG Pb.SNA•Cowry _ 70% 30% 10% 407% BO% _ A Blas Who The/Meds 14M1Ntl SNARAOW SWUM,/ 7-4REEN ND 1.Parting L.rw/Typ YES-PARALLEL VES-PMAIIEI TLS-PARALLEL V.1 VARA. I. YES-PARALLEL Page 428 of 1185 • Figure 1-A1 PPZ Data Collection•Alton Road ` NV s Peet. 1 Mew 3 Street 1 waw I Stale1 S lover B Stew I WW1 $u I ROMP 1031le11 11 MINN U Urea U Swat 14 flew d/aael. It area IB ewer B / S PN1N.g Lane/lye* 6Ci 6;. N,. E.!! 6U 151 II.FARANIISPARAILF4 Y,S PARA.L11 YISPARAIIIL 115 PMA11EL TISP'Mtl Atl YEN eANAItII YES P450Y * Ei ,..41401 ALIt', r1'.PARA11! ^TV yy 4.6164 Law Type/On6 de TGREEN 59111 V GREEN Y6RILAR PI NO SPARROW SPROW �_.i,SPARROW SW/ARCM-----WINNOW SIIAMOW MARROWMARROW SWARM �S1NRW 110MARROW~- SPARROW-- 70 Shade(average 70% 30% 00% SO% t5% S% S% 111% :',5 15% 15% SO% 20% 20% 15% 15% 1,5 74.5r4N tug/Gage TR/91.06 TR/11EOG TR/IDG TRIIID0 TR/1LOG .. - TREES TIES/AWNING TIIERS/AWNING TIIFES/AWNIMG TRttS TIES TIM TIMES TREES TILS/SLOG ELIDE BO.Lighting Coverage YES YES YES ItS YES YES YES YES YES YES YES YES YES YES YES YLS YES M.IIgLOry Type/Wede I I 1 1 I ) 7 7 7 7 7 7 7 ) 7 7 7 --- Sc ObltrwCtIon toad. '2 e 4 ' , Sb Ob.trvrtbn TWA S/G/L SIGN/IP S S/I/G/SEGN 5/1 51GN SRN/PS Ws PS L/LGNAI. L/Pr/fl, SRN FN Se 000trnrtkle*weft 4 1 1 0 0 4 I 1 0 7 7 1 S 1 1 0 1 41 Ud.wa41 Wade A A A A A B I A A A A A A R. A A- A k Slee.e4 Caa54014 . /E5 MES YEA 713 YES IIS YES YES 913 YES YES WS YES Its YES YES 173 lb S,d../41.1419, 12'(6'I Bari 9 Ie.I 1516.'1 6`161 6151 I I5I IS 155'1 916.1 9551 :5'!551 15-(551 151551 :5 6•i 576.1 I(6.1 9'16.0 Aa.Slt Tego CORER COIICP COOK* CONCRETE CONCRETEETE CONCRCONWONCR W CONUIETVASINRT: ETT/ad/IMCANCRITE/ASPINT COMCRITE/A511MLT'ONM CW/�CONCER'TL/ASPNAIT Ww •044OIEYE/ASI,0E101ICa1TE/A51111E1 CONCRETSJAI MNT 3b.Wa4LN4Ntt Wade A A A A A B 0 A A A A A A B A A A 1e.LOM Mee MIX RES MX COMM RES. RES MIX MIX COTrTR/1RCW 133641141110011. COMMERCIAL MOI MIX MX COMORRCYLL COMPACTION COMMERCLI 7 Lan.Width 2.10 2.10' 2.10 :.10 2.10 1.10' 10 .. 10' 10' 10' 10 10" 10 10' 2.11 2.11 ].fused - 15!CTI IS u1 10 - 3S - •• - - 15 .. r - .. IS NOTES f • *!{'{7!17111S rolnle 1 Strew 2 screw 951,301 .Sum. s Street : B greet 71 11$ f Street f UrOBt N SRrBBR 31Wept Uri lMetp. 35IIE1111 lO Ureat • Mpea•M Lf flare* SI flermallid • E^rtL 3 w r , ill we r[4 ••: PI . ` , Ur �r 81111 Road Vit.,., A _ T .. • f r _a SRI Crash 5 Pelle* 1 Urea 3 Street 1 Oust a*Mew I Beet 0 Street 7 Raw B St•M f*SME 10 51 rM 11 S1r.w 13 SAo.n 13M UrO41 L U Ma 16 Met-. .Y.. EIRIO 1,101 11 .BO .00 .6C1 •B0 •SO• (ONSfRUCTION SUER WT. .14211 •MAI OI21 00171. aµ21B OUT. .BUES OUT. .PULS OUT, 1.Saeed - 30 SS SCM i5 SCN - - IS - - IS .. .- .. .. 15 2 lane Width 2.10 2.10 1.10 2.10 2.117 10' 10 1U 10 III 10 10' 10' 1C' 10 2.11 2.11 --- la.UM U. - COMM REVD. PARKING 501001 MIX MIX COMMIR AL COMMERCIAL MIX COMMERCW COMMEROAL 5*11 COMMERCIAL COMMERCIAL_TCOMMEIKSLL COMMERCIAL COMRMEIKMI 30 Waltabllev Oral. A A A A B B e A A A A A A A A A A __~ N Mem*Tem CONCRETE OBICRET1 CONCRETE CONC111TE CONCRETE CONCRETE CONCRETECONCRETE COTE CONCIUT1 CONCRETE CONCRETECONCRETE CONCRETE CONCRETE CONCITt CONCRETE CORIUM lb Sld.wall width 12(6•I 6(11 9 Ib.'1 I5'lb.') 616'1 616'1 116.I 15 16.1 ( 9 16.I f 9 16•'1 1 15 16.'1 (5 16.1 :S 16.. 015'1 116.'I 9':5') aro hereat C.etr.rRy , WS YES WS 115 WS WS WS WS YES YES WS A WS WS YES WS 'IES 115 Y 914e9e41 Grade A A A A B B R A A A A A A A A A A Se Obweerloa SBRBRI / 0 1 1 1 3 1 2 1 1 0 01 a 0 0 7 0 1 l Sb Ob..rurtbn Type S/SIGN U G S/1 52G 1/5EGN 5 PS - U/4/PS/SIGN LMS BU5510P/S k Obl n.ttbn Geodes , • . --_._. _.� 1 I. lSMlry 16111/Oelb 1 1 1 I 1 7 7 7 7 7 7 1 7R 7 7 7 7 7 N 115911rlg Commie IES YES YES YES YES YES YES YES /1.5 YES _ YES YES _•__ rt5 YIS YES YES 195 7..Shade type/Ones TREES TREES TREES TREES TREES TIKES TREES TRIES _ TREES TREES TREES TREES TREES TRIETI ESS T TREES TREES ES 7b.Shade Covweie 10% 30% 60% 60% 20% S% 5% 5% 10% 10% 20% 10% 10% EOMI 10, 30% 40% O.BEY 1111 Tege/MOW YGREEM YGIEN TWIN 1011EN NO MARROW MARROW SIAMOW SNMROW MARROW MARROW SIURROW/BEESS 51AAROW SIMRROW SPARROW SPARROW SPARROW - 1 PaAtIng AnitiTYM NO NO NO NU NO NO NO 60 NO NO E.G P" i E.,1 PO 601 YES PARALIII YESPARALLEL Page 429 of 1185 Figure le 002 Data Collection Lenox Ave S Pala. 12m1 7 Stmt 3 Street 4 Strew S West 6 IMM 7 t 114..11 11100 Mimi 111084 U Wert 112084 1440.01 IS20461 1/1841 ..4., 9Parkins Llrw/try, OSP VIRS PARMA(I 015 PABALLII. YES-PARA/1U 1BSPMALLFI YES PMALLII NO NO "YES 9003(GREL YIS PAMLL11. I.Mi lam TPA/Grad. NO Au NO/11/74 SNMI NO NO NO NO .. 141 MO E NO NO 70.Shade Co eraoe .__--• 60% 60% `A% BO% 20% 70% 75% 10% IS% HM IS% 74.2nd.type/Gree _.._. TIIS 41111/18069111010 TT$11 TREES MIN TIM 11115 241M 7532 __ 14!02 TIM 6e.lighting Cp.e.y. 115 KS TES !YE5 YES YTS YES 015 005 YES TES y.4211141 TPA/04x4. 1 I 7 7 7 7 ) _ 1 1 I 7 Sc.Obstruction Grad. A.. Sb.Obstruction Type W►/P. 1Rll VOWS 15 ISS NEOGE/V2 1 TN/T ICMS/L/1J14I0GE NP/SA/1A So Ob.w)M.4.62 .. 4 0 1 4 l I S 4 7 3 U — ..__. _ 44 SA.w.1 Gree A A A B I N B / I 6 — B. _. 4c Mew*Carlb.wv �^ ...__. YtS 15 YES 515 515 WS TES 25 532 TIS SR 40.Salewal wenn 6:SI 1 5'17 51 1 15 1 5'S` 5:5I 9 2S'l 915'1 4 14.1 4141 4 14) SIS I1 66 10114.9911 The C'ONC51E CON0113 CON/BM 00043415 CON0111/MM CON0141E C0347111JE11106 CONCSTt/OS 0018446/5 ODMONTE/D2A4 _f 0711617111111 lb 194116001145 Gne. A A A B. I M a . B. B M A.land Om SO4)03 001184 OIRMIROM 461 55111M1W 551122024.5 540[52146 5510122114, 313401.313401.167144. 5102WINOT110INTIAI 1004181. NO —___ 1 Lane Wi.40 10 17 6 16 16 16' 16- :6 17 :1 IT y -._ .. _ 10 011./DS - ... 1.Speed IS SL>• .. NOTFS 4 GARAGE/NIO4 IRAA 1*IWWAYS Les NARROW VOA WALK ].MI ME CCP BIFOCATTAI/NS 4804841484 S Pointe 1 Nowt 2 Street I Street 4 Stew S Street 06M 7 sem_ team EE 102084E u am 112421 Il Soot _ 1420184 1SM II$141.1. 1114 EIE i Mi - I 5r E 1 Lenox Awe .. :a �... / .a • I PPI OWN 1 Pomo, 10...l 2 51re.4 I SVM 4 strew S Yawn, 2205E 72025* I gnat 12018 1/20151 111094 U 2n.t 13 We. 1410211 1211545 16 N.eeill ■OTU I KIS. O.NEWAYS OBIYFWAYS /M1rt NAYS lima i. NA11POWSIDEWNK 1 1.1A.. 15101 • 10 -- SO - _ ._ - ... 7.LAM 254151 10 11 6 1616 16 16' 16' 11 17' 12 17 l..Lad Use S0r00t COMB 2010 5510.1546 141101117141. 1154401111161_ 11111511111411111 NM7l1NTu1 116110/144 5404844 11351000161. 11331171111146. Tb W.RlNlB1604. 4 4 B. R. B. B. 16 B. I. B I M.20+46 TMP. 0584511 CON01T1 C01/01TE/05 COMOIETUDS WM01T1/111/11/ WN01111 CONLIE11/11Lt/ OOM01110 COM01111 CONDOM C1D/0111AT 40 Weave*width 6 141 10 1•0I S IS') 6(61 6 1S 1 6'16'1 6'(5) 5 ll l _ 4 14) 4 IAI 5(5'1 5'(11'1 /c.199)w42 C15tNeay I 11S /066 YES YES 11S WS -. YES KS VII TES 113 4d.Sidewalk 6,44,4 A A B. B. I. B I B. I. I _ S M.Ob.144041 d1561/ 7 7 0 1 0 7 10 0 1 4 10 Sb.O6plucIon Type 13/1 WEN G TS KM!/WT SII. LMS MA t/Tr/NfOG0IFENCE S1/14OGE Sc.OO.tnttbn God. B _ ` :n ' i 1 1 � .. . f 5 _ ..�_ M.ANON Th./Gm% I I 7 7 7 7 7 - 1 1 I 7 60.L146l$Ca.wq. NS YES YES YEI YES1 YES ' 015 YES BIS YES YES -ss- 7. 7a.arksIm/*elk MILS 1532 7515 TORS 1515 1252 156 TRI/ MU MIS 1532 70.SINN.Coverer 50% 65% 15% 75% 15% 45% 15% 40% 50% 10% 50% S.S1.4m Typo/Nub J _ NO NO NO 40 NO NO NO NO NOy NO NO 9(Num LaNNTNN VESP NO YE S.PMAI LEI YFSPAAAUEI 02(MAIEI YES/MAW L YES PAPAIIEI NO AA) NO VISPMALIII Page 430 of 1 185 Figure 2 M. PPI Data Collection-Mtchilan Ave MOCITIMEN 3 ENNA ANN* 741I11111/4 0Wee ONION 71111001, •10.01 0SINN IO SINN 13 SINN 17Ssnei EI WN/ 1A MAR, EIM^sY 1S Una 1*Se Mrr S Partin/LAn.07Pe YES PARALLEL YES PAPAIIII YE SPARAtI II YES PARAIIEI YES PARALLEL YES PAOALIEI YES PARA7OI YES AARAII1t YES PARAIIII NO NO NO /P Y PARA1111 A NY Woe TER./GedM-_—� NO I LQ SNARE NO NO NO/BIR SNARE NO NO NO NO NO NO NO ND NO NO ---••71 Shade C.wer 70% 70% 70% SO% 75% 45% tiS% 40% _�. 1S% 40% 40% `__ 40% 60% 35% 7.ENask hid/dndo - TREES TREES TINS TARES TIERS" TREES /BEES TREES EKES' TREES" TREES TAUS TREES MHS M L dot Carer YES 115 YES YES YES YES YE5 YES YES YE.S YES YES YES YES II. N Type/ANN 1 I I I 7 7 7 7 7 -.....---.-.,-...../ I I I I 7 Sc Obutructbn CorseI a 4 .. A A 74 __y._ '° -�.- _ 7 __ — Sb.Obstruction Eyr 1 l Pr P. Tr/Ilecye Tr/Hedge Tr/Hedge Tr/H.d(. Tr4E - WO'S VI 5 B 1 1 1 1 1 1 1 0 0 7 I U 40 Sblew.M Grade A A N B. B• IN B• B. 17t A A B. _!- B B 46.Nl4ewet CentImen-_ YES y YES YEs YES YES YES ITS RS res • YEsr Rs YES YES YES lb Sywet w3dtN 75155'1 6'136'1 5'141 5'(4-) 5.)5'1 5'(5'1 515') 5')5') SI5'I 414'1 414') Si)(' S 13I 5'147 4e.SWMN Type CONCRETE COMMIT CONCRETE CONC1111E CDIIOITI cowmen CONOIETE CONCRETE CONCRETE_ _ M WtlWle1E WReR A A B• B. CONCRETE _ CCINLRE1T CONCERTI CONC. CONOIE1E ' B• b. B. B. B• A A B• B I. R um'Use 507001 50400. COMM RENDINIWME AVA ENTIA/ RSIODONE NSD1WTIN KSKNINAL NISICEN1154 RESDENTIAI RESIDENTIAL K>ONt41W B. I1 1E11AL 2 Lane WEEN :1 11 12 _ 12 12 U :2 " 11' 15 A :S _ :2 Er It I/ E Saeed IS/Aye 504 15 MN,$04 1S MPH SCN • - - .. -_ - N.;Its , RELOCATE Pr N(:• • ,I DOWN 1AM MDGE 7*0414OGEr NL TRMMIOGE \110.47teE WWN,V5 TRU DOWN PM CATter L. 2 4.SN I 4LMb S 5YY 6 Lome) 7 Sher Albert AWNS 10 Lee. 11 EN/e1 11 ANON 11 Seel 1ASN1r U 1.15 ENNA. 11% Nr" . R T fignjunrir pilk 5 p 1 art.. �. 1R, - t �R t Alf ' - v Itre, b ai `dR 'o -ri 1 • i1 , _ )E • f c - ai �` t V PPI CANN/ IAef 1 Strew 4ENNt SWAN II Newt 7NNW 1OWN 11nw1 10 Stew 11 SVM 12 Ur.. UAreR 14 RENS IEEA.w.•1S W.M lb SE•"e. NIM _ 15 MN%SOI 15 MP%SO4 15 MPH SO. - .- 10 .. - . --_ 7 WmWId4h __- 12 :2' 11' 12 U 11' :2' 12 15 15' 12' 12' 17 12' Ie.INN 11.e RESIDENTIAL RESLOENTI C COMMERCIAL MIXED R SIDENTIAL RESIOFNML RESIDENTIAL RESIDENTIAL RESIDE/4T101 IAN( PARE ANN MUM 411750ENI11l Sb.W.t.bet7 Grad. A A A A B. B. B. B. B• A A A H B. Y.SIMet type -__ CONUnf CONCRETE COWRIE' CONCRETE CONCAVES CONCRETE CONCRETE CONCRETE CONGER 1CONCRETE/PAYER,CONCRETE/PAMCONONTE/PAYM CON[ COMMIE N.SMwa*width 75'(55') 5(5') 5'(5') 5'15'1 5'35'1 5'IS'I 5'(5') 5'(5') 5'(5'1 7(7'1 7'17'1 5'(4') S'(4) 5'(4) 1 4c.MIN AN Continta7 141 IRS TES RS YES YES EES YR YR YES YES YES YES NS N SLdNM GWP A A A B• B. B. B. I I. A A A B B. M.Obetnalleit ORA, S I - 7 0 I 1 0 1 0 + 0 0 o s l0 Sb Obstruction TEP. L L/NS l L/Ir(NEI%WE NS DOWNED TREE - 5A/WI S/1 ~ 14 ObwnlIlen Ger* . . v _"------ --- A .. V 141ENy type/OrWR I I 1 1 7 7 7 7 7 E 1 I I 7 El YTS YES YES YES YES YES YES 71 YES YES YES YES YES 7R.OWN ego./NAN TREES ERNS MD MILS TREES TREES TREES TRW TREES TREES TREES TINS TKR 71EES 7b Shah Coop pp --_ 55% 70% 20% 40% 65% 75% 60% 60% 70% B5% a 60% _-. 60% 4071 D% A.BM/Row Type/Ando ND NO NO NO NO NO NO NO NO NO NO ND-BIKE SOK NO NO _-_. 1 P..5.1%14w/T•$• TESPARAl1O YESPA8ALII1. 11SPARALLEL YES PAR/4.1 EI EIS PARA/Lit YES PAPAL(EI. YES PARALLEL YES PARALLEL _ YES PAPAW I YES ANGLE YESANGLE YES ANGLE YAMLEE YES/ARALIEE MI Page 431 of 1185 Figure Z-le '7.� West Data Collection-Jefferson Ave 1 P 'WOE*.. I It 7 est 4%YM E SI E Strew NN 7 West •NNW •Miele SO SINN EE Semi 17 Street 1.1 M Street 14 SV ' Sge./NrlS Wee1 SA ttr.N Nolo9.Garbing Lane/TER. TIS PARA. f, YE 1 f'ARA..II IFS•461.1 YES"AIA. YE S,ABA. I.•. I'S PR RA..I1 YES PARA(F. YES PARA..•. T`521PA.O YES P / r 'A •. IS S.Lane Type/Gnd. NO NO NO NO NO NO NO NO NO NO NO 70.Saar Coos.. SO% 15% 504 T04 75% 71% 7011 004 555 SON 70% �50% 35% d 7..Sly.typo/Wer TREES TRIES TRESS TRESS TREES TREES TREES TREES TREES PALM CALM TREES I TREES , Sb Deans{Coverage YES YES .8YES EIS YES I'S YES YFS YES YES VES YES YES 5..WANE TEN/Geode I I I&7 167 E&1 III ISO IA 1II7 I 1 7 7 Sc OWtruttwn Grade 0 • • 0 _ — .—.. Sb.Obstruction Type -- --- F (/Pr I/OI/Pr _ 1 _ I 7 1/S 1/S s S/L/HEDGE Sa.Obstruction density 0 1 S 1 5 7 6 5 4 1 e Ad Sidwalb Grath A A A S•/A FE 8 B. B• B. A A R A Sc.Wawa*Continuity YES YES YES YES YES YES YES YES YES YES YES SO Sidewalk width 5(5) 7 13 91 6'I I Y) 5'14'I ,:4 1 _—_ 5 14 1 5 RAJ 5(4') 5(4 1 10 t 10 -- S(4 1 5 4 1 44.Sdw.lE Type CONCRETE CONCRE Et CONCRETE CONCRETE CONCRETE CONCRI If CONCRETE CONCRETE CONCRETE _ CONC. CONCRETE 30.Walk.0lSIy Grad. A A A A B El F. B. B. A _ A B. 8 3e.Land Use RESIDENTIAL RESIDENTIAL MIXED MIXED RESIDENTIAL RESIDE VIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL PARK PARR RES RESIDENTIAL 2 Lane Width .t. ,f 14 16 ':7 _ Ii 11' 17 .. I7 II 1.Spell .. NOTES 1N: TNI/.MA TREE STUMPS TREE STUMPS TN/DS -( HEDGE TRIM/DAIVEWAYS NO 3 3t I Street 4 MYelt I Street •ENell 7 Steer •ME.N 1 L.el L/NsN 11 Street 1111x..' 13 SVM 3A Unmet Ege.RN lS l u.t ES Street limo n " , i I• f 1 ' . 0# e' ' 1 t * . - rg„_ , 4 ::: . i ...,,, . i p . ., Jefferson A. _._a� t • .• ... PFR CANNY 3 M 3 Wert 4 area •!NNE a*PM ?SONO •Mel ••Melt` 10 lova U Etna 13Sheet 13Sums 14 Street StIIeel330•LIM 34 RnN- r , NOTES IA:M NE DG1 ELM NE DEA 15 M CIS DS/NL +RMA/DS DS/NI/BO, • 1.Speed .. 2 lane Wdlh :I. 15 :4 :5 .. :7 .7 17 17 3e.Laval Ills REVD(NTMI. RESIDENTIAL RESIDENTIAL MIRED COMMERICAL RESIDENEAL RESIDENTIAL RESIDENTIAL SELOEN1 AUTNE ST EARA PARK T NES RESIDENTIAL lb WalluinNy Grad. A A A B Bn• 8. B• 8• • A 8 R. t 4.Sidwek time CONCRETE CONCERT! COWRIE! CONCRETE/OS CONCRETE/DS CONCRETE/DS CONCRETE CONCRETE CONCRETE CONCRETE CONCEITS _ CONE CONCRETE/DS 40.Seemalb wdth '.SI 7{5 1 8(11 1161 5:45r 514SI 5:45. 5 457 5.4 .1 10 10 5{4) 5N+ t Y- 4.SidwHb CoSEMulty YES YES YES EFS YES YES YES YES YES YES YES YES YES 44 Sidewalk Grade A A A 8 8 B. 8• 9. 8 • A 8 8 Sao OSVteRen density 7 1 3 e 1 1 5 I 3 2 i Sb Obstruttbn Type VG/MP/HEDGE LA 1 T/S/PA T/5G M I M 1 T t MIDGE Yl Sc oWrvnbn Grad. ' ` r - • . 44.41RI31 Esse I Grade YES YES EES YES YES YTS YES YES YES I I 7 7 6b lighting Coveral. I 1 I 7 7 7 7 7 _. 7 YES r YES1 YES YES • 7a.Ower Nee/ere& TREES TREES EKES TRIES TREES TREES TREES TREES TREES PALM PALM TREES TREES 7b Shed..Coverage 104 EONS /VA , 40% 70% 70% 50% 4S4 IS% 60N 10% --. , 25% 50% E S.IAL.La..Type/Grer NO NO NO NO-ONE SNARE NO -4. NO NO Witt SNARE NO NO NO NO � 9 Parking lane/TR. 1 YR ANGLE YES-ANGLE YES ANGLFYES PARA:'.Il YES-PARALLEL YES-PARALLEL. Y'S PARA:LEI. YES-PARALLEL YES PAR/all1 _ YES' _ YES PARALLE. rage IiJLOT I10PJ illifliiiititil i iWiii t ii - ' , a ? - - e - till 41 1 i .1 14' Y .' 11111111111111111 i 1g ) -- : - . o a _ - h . iIIIIINIIOhIIi ...' I, - .I t9 . A . 3 2" ig ; g :71 - " ". ' aA ' 4' ' . :::: gi :5-i i A / i ; - ' -1' '• * A : 1 + , : 4a- .,.... 0 f4 ig1/1 •• - - ' i i' 1 ' F ' . ": g i . ..:7; 18Jgi - - = - Tel ? = i _ . g i . g Y gy . r Oa _ .1- • 71111111111 "11 5 1151g :, - dilltA , '''''' /7 ;16 , ,' 1 t 1 sum A I g 5 1 _ . oa = ITi: = = .70:. gds ga . > a _ a , a - 1 Is'Ig - -;5 - � aak - i i 410UTA11111111! . t _ , ` c Figure 2-Eu PP2 Data Collection-Euclid Ave R Fa Mode S Strom 4 Smoot II Etna I EURO 7 WOO /lame •Milt la lues 1E Yam, 11 Wee11 SETTat 16 Street 14 Nice Espanola IS Street li H. 1 Pa,long Lane/Eyp YES PARA. I VES PARALL EL YES PARA,,E'. Y'S PANALIE; YES PARA.,If, YES PARA;IfL YES PARALL EI YFS PAMALLE Tit :. •5--1 MES PARALLEL YES PAR YLS PAR YEt PAUL.1: i SIN Lane Type/Orae NO NO OEAMOND DIAMOND DIAMOND DIAMOND DIAMOND DIAMOND DIAMOND r DIAMOND DIAMOND DIAMOND DIAMOND DIAMOND DIAMOND/SIX!SHANE 7b.Sade Ceres rye 41% 30% 10% 25% 35% 10% 30% 25% 15% 25% 15% 15% 1E)A, 10'67014 7..Shatypo/GraTREES _ r Shad* Grade TREES TREES TREES TREES TREES TREES TREES TREES TREES TRIES TREES TREES TREES TRIES 6b.Lighting Coverage YES YES TES YES YES YES YES YES YES YES YES _..-A YES YES YES YES M.LIMON nt Type/Gra ~— 1 1 7 7 7 7 7 7 7 7 7 7 7 7a 7 Si.ObslreStbn Grade .) 9 ' A 5 Tb Ob,IN4ibn Type CP • PSIS HEDGE HE INA NS/HEDGE SCN!LS LL/SIGN NS SIM/FH 5/. S1.COMAYvclbR damlky 1 0 2 0 0 0 0 0 7 0 0 0 I E 10 Ad SdewakG•aw A A 9 8. A N• R. B• R• A. 8• 8. B B B AS.Sd..ak CAMPINR, 115 f YES YES ERS AS YES YES YES YESYES YES YES EES TES YES 3 _ Ab Sdewa%width R 161 9'6A/ S.E 5(9,I S'51 5;5) 515') 5'1451 5131 5'1351 5 ISI S;5') 5'145) S'I361 51101 M.hewer Type CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE lb Wa11abENTY Grade A A 9 B. A B• 8. N. N• _ R. By B• 9 B 9 la.Land U,. RESIOENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENT AL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL EESIDE NTIA ESIOENTIA RESIDENTIAL t.Lan.Width 10' 10 10 10' 10 10 10' 10' 10 10 10' 10 10 10' 10' 1,Sped - .. _ - - .. , .. Sal 5CH 1S S - )0 HORS N R5 '+N TRIM ANt TRIM IaM 1R M'Y 11911111111 I 1 Strew 4 Won 1 DIEM 4 tow 7 Mrea S Irani ` s Sturm 10 some 11 MO N' ` U street M Strew 14 ria. E.pprlelo 1s SOME a SIMM A a H. 3 t e .w. hi•'. f1 YI` �M ' t. T..4..i �k , w� Ill! Euclid Ami r • _. , I - ' • i .._. .. r~r'a / `� 1�Irv, ,if roll/��•��1(' ii filo .M fie: �I� �'! �. t . s,-,Iii ‘71.7941HOES 4188NT 1 Street *Street_ 7Wee /SOME /MN1 10 MINN EE Street 12 Street IS SINN 14188,5' 14 Pada Elpwlt 1l Scum IS St,pre Nm.. NOTES DRIVEWAYS DRIVEWAYSTAM TEEM , r 1.spsad - .. ._ -- l0 • - 15 TCH 1S SCM - - _ 2.Lane Width 150 10 :0 10 10' 10 10' 10' III • 10 10 1U' 10' 10' 10'~ la.Land LaUm RE LOENTIAUAEEEO MIRED MIXED RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIALRESIDE RE SIDE NT tAt NUDE NT RESIDENTIAL 1b.Walk/WNW Gibe 8 B• B B. 3. N. A B• 8 9 B �_ 9• Fl• 9• 9. 3~ `_. MWwk .1Type CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCEITS _ CONCRETE CONCRETE CONCRETE CONCEIT/ CONCRETE CONCRETE CONCRITEpCONCRETE CONCRETE Mt Sdawak.dM 81461 8'15) 5'451 5:.51 51371 5145) 5145) S I11 5,45I 5145) 51451 5(51 511*') 5IIR) At.Sl4rmk CeR10„Ry ._ YES YES 115 TES YES TES YES YES TES YES YES YES YES YES YES 44 Sidewalk Grade N 8. r 9 9. 9. N. B• 9 9 8 3. 3. 3. 5. 3 Se.Obeinittion 4.,.ey s 1 1 0 1 1 1 I t I I 1 0 2 3 Sb Ob.lrwteon Type/ I 517 HEDGE Hf DGE HEDGE ' 3IDGE;PS/.,1-CN FM HEDGE ST HEDGE S S// S4.OOM Nnlon GH de - '• A 1 X 0. 9 • ___—_ t N.41)071/TEM/iladR I I 7 7 -. 7 7 7 7 + 7 7 7 7 + 7 7 7 6b Lighting Coverage YIS YES Y15 YES YES YES YES YIS YES YES YES YES YES YES YES 7..SRada PEEN/Grade TREES TREES TREES TREES TREES TREES TREES TREES TREES TREES TRIES TREES TREES TREES TRIES Pb Shade Coverage _20% lD% `S% AU% - 70% 45% 50% 30% 40% 15% 30% 15% 10% 30% 10% a.Sk.um Typo/G,.48 ND/MU SNARE NO DIAMOND OLAMOMO DIAMOND DIAMOND SWIaID DIAMOND DIAMOND DIAMOND DIAMOND DIAMOND OIRMCNNI DIAMOND DEAMOND S Parting Lane/Type YES ANGLE QYES l_ __TESPARALLEL YES PARALLEL _ IfESPARALIfL YES PARALLEL YES►ARALLEt YES PARA,.E .% YES PARALLEL YES-PARALLEL OS PARALLEL YES PARLEI YES PAR YES-PAR YES PARAIIE; Figure Z-Pe PPZ Data Collection,Pennsylvania Ave PROW. 7 street 1 Street 1 Welt 10 Street 11 SONO 12 ST e.l I. II SOUR I4 1M1uS EapIRe6.11 SOW SS See 9 Parking Lane/Typn _ +_115 PARAILIi YES PARALLEL IFS PARALLEL YES PARALLEL YES PRA:. • t YES PARALLEL YESPARAIIEL Y . YES PARALI EL I.NU Len.Type/Grade NO NO NO NO NO %U NO/BIKE SHARE NO NO NO/IRKS SHARE 7b Shade Coverage 511% 55% 65% /5% 70% <J% AS% 20% 15% 2S% la.Shard.type/Grade TREES TREES TREES TREES TREES TREES TREES TREES TRIES TREES 66 Lihune Coverage YES YES YES IIS YES YES YES YES YES YES R$.LOW%gType/Grade I Il7 7 7 7 7 7 7 7 7 Sc ObstructIAn Wade :0 0 F' f- ~ _� Sb Obstrvctn Type - L/NS SIGN U/SIGN - CP/G/SIGS PS/G wS/L S/TH/L Se.Obetructloe dertetty 0 1 0 1 2 0 3 2 6 1 44.Sidewalk Grade A A 8. B. B. A B. B. B B 44.Sde.nik Continuity YES TES YES YES YES YES YES TES YES EES 4b.Sidewalk width 6'(6') 6'(4B1 5'15'1 S'(3'1 S'(l'i 5'(',L 5'(AS't 5'(4 S') 51A') 5'(45') M SldwaNt Type CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONC CONCRETE Sb.WalkabllIty Grade A A A• B. H. A B• B• B. B. ~— la UN Use RESEOENELAt RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL/SCHOOL RES. RESIDENTIAL 2-lane Width 10' 10' 11 :7 :1 :/ :7 :/ :1 11 —. 1.Speed--_ .. - - IS SCH 15 SCN - • .,NOTES -N.L. <NO RTOR N,L N.L. N.L P12 «E. 7 Sheet I Street Glaris 1 Street 10 SENSE U Slew*_ U Week_ U areal 14 Street EtryR1M Unreel 11 Street OM Pennsylvania Ave _ _. �i ..._`.�..1, N,. j,Uri ... i •8 ais111 444.•.....s . l a4 '+ Or 1i I Mea. r— I liiirfI. • F .Criteria 7Street II Street 9 Street /011...11 __._ __< Ed Street rpm*ssarum 11 str.et Motes NOTES '51 '%1 '91 -NL./IRIM 1. `Speed • -. __ 30 15 SCH _ 15 SCH 15 SCH )0 , - 2 Lane Width 10' :U' :7 17 11� 17 :1 17 11 ,. 1a.Lend Um MIXED MIRED RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL SCHOOL MIXED RESIDENTIAL Tb.Wakab'lity Grade B• A B• B. A B B• A B R• --. 4a.SWCONCRETE Type CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE _ CONCRETE CONCRETE CONC. CONCRETE ~ 40 Sldewatk*Mtn 6'(4'( 6'(6'1 5'145) 513') 1'163') 5'(45'1 5'(45') 9'(16. 9'(6T) 5'(31') wld 1 ,— 4c.SidewSidewalkSidewalk. CerHNRAEy YES YES YES YES YES YES YES YES YES EBB 40 S.dw.Lk Grade B. A B. B. A B B. A B B. S..O5etrectIee demrty 5 0 1 2 1 2 1 0 4 8 Sb.Obstruction Type P./U/L 0 19 M/SIGN 514% TR/M/HEDGE HEDGE CP/S 5 -. Sc Obstruction Grade '' J f —� ., ---.___--• ' _ 4..LIEN%Type/Grade 7 7 7 7 7 7 7 7 7 7 6b.Dehtine Coverage YES YES YtS YES YES YES YES IFS YES YES 7..Shade type/Grade TREES TREE TREES TREES TREES TREES TREES TREES TRIES TREES 70.Shade Coverage 4 20% 35% 30% 25% 55% 50% 40% 50% 15% 25% G.Mir Laos Type/Grad. NO NO NO NO NO NO MO NO , NO NO 9.Parking Lane/Type ONO OfK»RALLEL YES PARALLEL YES PARALLEL _ YES PARALLEL YES-PARALLEL YES-PARALLEL YES•PARALLEI YES-PARALLEL Y e 1 YES-PARALLEL Figure 2-Dr PPZ Data Collettlon Drexel Ave mea. Eaton 10/Mt 7 ..t aIt .i SIM 11 Strew II anon 11 Stirmil 1464i.d ESPANOLA' 1s OM ti 9 Norma Lana/Tv WYES PARAI If L a.sY lane TyM/Grads h0 '.1. NI.) NO 76 Shade Corrin. 10% :,."� ..cx 40% 74 Shad.typo/Wade TREES TREES TREES TREES 66.Lighting Cowers. 115 ri 5 115 'ft S Ili -1— 4DOW* 7 7 I 7 6.06pNtlbn Goad. __—�__...— Sb.ObRnrctionTypo S/TMLIX.I Sit WP 6/11./1 _1 la.06MaeWae deer*, 2 4 0 I! 4d SNI.r..A Grad 6. 8• A e 7E3 YES TES TES 4N-fldeeleGl c.*6Reey 46 Sidewalk width - 5146! 5 46 It 9_8I 5 f41 44.AAwet1 Type CONCRETE/45. CONQETI/s S 4 CONC. COIKIIETE/OS/NL 1b.W6lbbilk7 Grad* fl. 6. A 5 Ea.Lad Ute RESIDENTIAL RESIDENTIAL COMMERCIAL RESIOENna '-- 2 Lane Width 9' 9' 10' 10- 1.Speed - IS 601 15501 ' NOTES TRIM HEDGE/DS ONE WA1/0S N1/DS 19111 WW1 73.646 $awe S N..e1 10 Strew 11 Nwet Si WIN 13 Suet 14 Warn 1.9(Newt Y ^.ek E Drama Ave we(,UPEp 7 NEW I Semi S Newt 10 Newt 11 Now 11 Shaw 11%ow 14 Strew IS ONO 18288147 liar" NOTES ` ' - ' OMWAY 848 ONE.8166 _ DS L Speed IS SCN _ 15 601 2 lane Width v 9 10' 10 la.Land Um _.—._.-' l INSIDE NTIAL MIRED MIRED M11G0 ! 36 WalhabIRl/Wad 6 B. 8 4..Ndwael6 TypeEMERITI/0-5. °moa E CONC CONCRE II/DS 46 SId.WM6 width S'118'1 6'1461 9161 S I4 4.SYwM Cst6R*9 L _-- KS PES YES RS M WWW Grad B B• 8 $ - Se.Obtnation dart*, S 1 0 $s Sb Obctn Typo CJ ,n P,55 6 CP. urub Sc 06wnation Grade -....- -- — N.lyM6r$Typo/Grade _ - - . 7 7 y_ ,' '--- 1 7 ' 66 Lishtwg Conrad* YES YES YES YES 7a.Shade type/0,60. MU 11641 TREES TREES 76 Shad.Coals. 10% 25% 10% L5% S.Me lana TyM/Grade NO NO _.... NO NO + 9 Parking la /typo » YE%ANGII YES ANGEL _ r TLS PARALLEL Naga 436 of 1185 Figure Z-Wa PPZ Data Collection-Washington Ave •. POO Da* S►eleh IWMr 1Nleet 1Tag •!AN 1 I10111 •SaIMI T • aSewn *NNW lu Smart, 11 Wee 1.2 MOM ISSin* Hwwl ... 10. "'NAME V VAP Alit , •PABAIIII YPAP Ill •PAPALLEI '1 PARALLEL Y-PARALLEL V PAMIIIL Y PARALLEL V PAAMIII 9 Potion,lAn./l ypa "•^' PARAILEI rVARAllll YPMAll1l vpAMILLL YPMAIIII VP1lMlltl _--.- L rt.. LIIIc Lsna type/Grant NU 1 YSA110W SwI W 1114/1091 111ANOIN SNMIIa S/EARIOW SeARIOW 531A11EOw Y 1111/176,54 S.EAp*Ow Sft4AOW 1NAIRDW 11WMOW 11UIIOW SELARWW 5/4/0/ROW ,---- 7%NYad.CPY.•Aie 6S% 1 6SK *2% 65% 50% 70% 4h% 00% 65% 601. 60% 40% 70% 70% 70% 55% *5% 7a.SAW.4Y64/Grad. MS TREES 11381% MIS MW TRlIS7AWMl18 11!15 t*l*YAWI NI FRES TUNIS TILE% 111515 711E2yAMYMG 11155 THIS 1TEES/45691M6 TREIS.WMM 66 U97.l61 C191,9e YES YES 0S ',IN YES YES YES •ES YES YES YES YIN Y15 '1S �- YES _ AS 05 Ia 111.4144 NOigrade I I I I I 1\T LLT ILT LLT la ILT ILT ILT 1 a 1 la LLT 1L1 SO.Obnuatlln Grade 1410 I ' 12 ' 1', I" t __� Sb Ob.uvttlon Type .. P' Pr/4 RISE 7/( S14N/I00 PN/4 SN.N 514A S9GN/WS 1/5/815 IES??/C Se.01141010140811400144 0 0 0 1 2 0 1 0 4 I 0 0 1 1 1 0 0 Ad.lAd....6 Grad. A A A A A A A A R. A A A A A A A A At.$11146.0 Cenlbwiy YIS YES ITS EIS 71$ YES NS VII Ya TIE VES VIS ITS YES 515 VES YES At.1.d....A width I/5')7') 125'1951 20(13'1 125(651 1251711 13')101 10165) 50;52') *1(52') *5'IS I') 96')651 11')65') 12')7'I 12)4.6') 12'19') 12')6') 12.146') N.Nd....A Ty.. -.. 7 COLONTE/PAWI CONCIE/1 CONCRETE CCNCUNTE CONCRETE CONCRIn COWRIE?! CONCRETE CIONO11TY CONCRVn CONCRETE CONWTE CONCRETE C07101ITE C01101*TS CCNCRE11 CONCRETE -__-. lb WAb61WY wad. A A A A A A A A M A A A A A A A A M.tang the wee CCONNERCIK MOD 1NtE0 WOO OOMMM2Al WED C0161M112265 11110 10110 WIND PUCE COMEIIRCSAI 501006/5411 *0100* CDMi11CNl •• ' . -_._. 1 Lr.e Width 12.11 12'-11' 12-Ila' 1/•II lI-IL 11.11 11.11' 11.11 12.11 12'.11 12.11 12.11 12.11 12'•11 11.11 1.W.II 1.Wog ---- m' _ 50. • 1S - - _ -- . ,�S I CONSTRUCTION _ • SPOOR 1 Simi 1 NNW • 4 A 0 T Taal REUfg1r, 11 raw 11 Wee/ u • 14 - II • �E.,• AP- - .,M p11- ._.. wok Ira' r r-w -. . """ t1 r' ,M y c iE ` Wg1lRlr/n Ave ✓• r'� , :1Y.IS" t' Q`1 6 ,�,e� ... ply_, k1` • 1 1; ti E FPI i`•._ , . lir . -I IP '� �N. +r„'1,.L EIMEI l 2 • I •uMwE 1 • 015461 71NeRt aSNM SMreet *Olga Ll WW2 u154101 II 111,101 IA Wol u -. MOTES *E1504A'1 D• aE%CSA'!))' REMC'SA'l:" I 4060611007 1.16eed 10' .. )0` .- .. 1S _. .. - .. - - - 1.Lan.W41N. 17'•11 12.11 11.11 12.11 12.11 It 12'•71' 12.11' 12••11' 12'-11 11-.11' 12.11' I7.11' 12.11 12'•11 12.11' 12'.11' I.Wad We MI#0 RESOENT14* 8161* 1111 MUSEUM COMIAEK41. COMAIEKLAI comargRC1al Tama Rau COW ENCIN COWEKW COM ENCIAt COMIM1CM COANERON Coral/PION CONNICIAL COMMEKIAL COMEMICIAI K.WII.W1YOram A A A A A A A? A' At A' At A? Ai A/ 6• A N.11.15401 TTM CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE COMCRE1I CONCRETE CONCAVE CONCRETE CONCIITE CONCRETE CONCII1n CONN cam:ran 031101TE CONCAEIE CONCI1n 10,Etlera&9dd11. I1'1S') 125'17'1 11'161.) 124.)6'1 11'181 12166') 1.5'1116) 1516') 145'111') 15'(10'I 747'11)'1 117')54') 12'187'1 114')6') 12'113.1 10'(7') 17'18) Ac SINu6l Caleb%1RY YES VIS v15 EES YES YES YRS YES YES TK YES MS 915 YES TES YES K5 14.16/erad Grad. A A A A A A A? A7 A? A7 A? AI A7 AI A7 I. A , TA OgMnAllas dNNIY 0 0 0 0 1 0 0 0 o 0 0 0 0 0 0 1 0 lb 060rwctlen 149. PIS ML IX 50654/545./1 Sc Ob.6VLUN.Grade I. 1. VI I I:• 1 + __-t: . __ 4512dWE Nu/rNa 1 1 I 1 1 la•I IIT I.1- III ILT III ILI IIT ILT ILT IVT IVT N I%6661Ceverap 711 515 71 YES 05 YIS TES YES YES YES YES 115 115 •I5 115 •IS YE', 76"raw TYIe/(WNW TUNAS TUNES rams TIMPALM PAlla/A1N1MI6 P44WAERINI PA<WAWNNG PA/WA*5141 W4Y P&4NINAA/ G PALAWNIK♦1MWAWNIII PALIA/Aw4NG PALMMMNR/I PAIWAWMN I 134M/AWNNG MI.WAW. .-T---___ /b Sad.CoveraP 60% 60% /0% SO% SO% 40% PO% SOA N% 75% SSK Grp% 70% 75% 10% 70% 65% ` I.MlaTYW/0MNMI a MO SO* T SIWN1SMA/111011IOW ARROWSMA/111011MAR SWARROW MARROW MARROW 135MMONO*NO* MARROW bne SWAI * 511MIOW SIMMOW !NARROW 114/21110411 11M11POW _J 9.Parking lane/Type Yf S PARALLEL r PARALLEL r PARAIIEI v PARALLEL Y PARALLEL Y PAPAIIEI Y PARALLEL Y PARALLEL V PARALLEL V PARALLEL Y PARALLEL Y PARALLEL r PARALLEL Y PARALLEL Y PARALLEL Y PARALLEL V AMA1111 Page 437 of 1185 Figure Z-Co PPZ Data Collection-Collins Ave ...«...... SPointe 1 1OMR 1 3994 11116.1 450ee4 911.0 0loot 9NOM 111114101111 11 WON 1014664 I1 low Semi nano 21WM 9.19.4416 3.44/1•909 .1 AI rf5PMAIfI r15'AMA LI l .. 1. RS-OARA11(1 01504040111 VISJA0Allll 1PAAA/If1 +(SPMAl11 +0 0PMAUI 'ft 1.JMAllfl W( rIS PAPAW +15 PAAALl11 VI5PARAIIII ',ISM IS PA1111 RALL 5!M6'1 90 ��.. .. .. -. . --_ �- --_ S.W Low Type/bee. NO NO NO NO 1141111110W SfA90ROW SN90INN 1OW ~IOW SOW SWMIM 14411110.4 IW 1SWAPO* SOON SIMMOW 11{90600/ SOWNO0/ 70.SANW.Cowr _ 60% 70\ 906 60\ tS\ 40% 10% 15% 75% l0% 15% 15% 10% 7+R 20% 70% lb 11166 Orr W/arPt - ' PALM IIIA PALM Pahl 71111311.1111111111 7 40/5/110/74 90 6 TN1S/AW6MG TWOS TOSS TRINIRDG TRIES SAES THIS THIS PALM PALM ~ rIS 175 •IS 015 +IS 015 IS +lS rf5 Rt rE1 P_Wang Coverage +f S RS +f 5 915 RS - _�- _Y_- _ _ _,_, a6.0/661/T,./emit 1 1 1 I i r r 7' ----r r- r r _-7P r r r r Sr.Obmuc11..Grad. 5 4 11' <. 11 :l .I 9 I 516 Obwvrtlon typo rot NS VIOL IC S 0/4/10 5 52111, 5JI/0•K./PS 5,5/P' VUR Ll/P. 51611/L4/PS/TC S Ew011Mlkwn Mimi,. S 1 0 0 0 0 a s a 5 s s 10 11 10 1 3 44 11d94441 Grad. A A A A A A A M A- 0• a. 6. M a- I. A A k I14.444111 Canmwar -_- 90 MS WS YES 90 r 1'O 90 90 WS STS MS RS 90 Y0 90 911 11% 46 5M9w99 width - 75.111'1 95.15-I 01(51 95115) 9S IS 17'104) 9'14/'1 641451 a')67'1 74'14') 61'14'1 65'147'1 65(5') 55'11') 6'15') 177'(6') 1'16) 4.5116940/Type COMCIIE11 CONON71 CONUET! CONCRETE CONCOR COMCN01 COMCNS/ COMIETE CONCNR CONCRETE COOCOONCNR COMCNCOMME COCONCAVE COMMIE COMdETI ONR lb.Wa1416ak0 Grad. A A A A- A A A M A D. 6• Na I. b 6. A A So sand 0/6 NUOI*GM% COM01150A1 COMIAIK1Al COMMERCIAL COMMI6CW COMMEKNL COMMI0OA COMMERCIAL 401AM10CIN COMMEKNI COMMERCIAL COMM16CN4 CIdMAp1CMl OOIMMIKW COMMEKW CO6MAEROA C01151MI1C4 2 lane Width 10' 10 10 10 I0 10' 10' 10 10 9 5' 9 S' 10' 9 5 9 5' 9 5' 10 10 S' - NOTES CONSTRUE"ON y 4�s/1l1� ,8MAW IIMO VIIIA /0/904 4MM. 1!.469 a/rrt 0YIlai1*�MO_ 'WI.9 91110.11 /0 319949 11 Sawa *340100 ■%X *3f..aq 1410610 490.4b 111 Oxon SO v..4411111 4 R' r•. e _ TTSS --_." ~ 6`+.yLP"9 4 .. w 9 .�. '1, d .1. ..-- _ - f. t.VT - Dine AIN 1C. Y ..-_ I. 1'LI r - k k N l 7 r r i • $P66Me IWoo 011/9 *Set 4Wo9 I4.401S 040Il11k V_ A`M MIat. 1NM6�6 *30//5/5 II WWI nloM 141.664 aping. 11 limo 169Ya61® NOM •NO MON COMST11CTON COMSTRl1CTIOII OMI+PVCTp6 COMS•IUC*aJN L Saeed _. - - - - - n - 30 - DO . 1 _ 501 .. -. 30 2 Loa.Width 10 la la (a la (0 (0' 10 10 95 4 5 10 9 5 95' 95' 10 10 t' 16.5.4.1 IAA EISO01TMLNIME IIE31011N1W MSEC MWD NLO[MTW C1 WMICW COMS4KW COMMIKW 60610 COMMtKW COM WKW COMMEKW COMMIKW 900100 COMMSEOOAL COEMNaOAI WMW4CM M.WoaaClky Groh A A A A A O. A A a. 6- A A A 6. A A A i Os.IId6N NType COM 31171/PAIR 1 CONCEIT! Casuals CONCRETE CONCIM CONCEIT' COMC1t7E CONCAVE CONDOR CON01111 CONCI1171 CONCRETE CONCEIT! CONCAVE COMO1171 COMC6191 COMO/T1 1 7' 40.SIhrwalk width 9'(54'1 91'1411 95'(S'I 95151 95'15'i (4'1 T14) 6'1/1 6715'1 7A(Si 651451 65'1451 65145'1 6)49.1 6(451 16'195') 1(S 4'1 49.1414w11 COMi+aM RS RS YES 015 RS 915 RS 00 YES 715 YES YES 716 RS 90 915 911 6d.510.9.16 Grade A A A A A- 54 Or A 6. 0. A A A 6. A A A I..OM6111don 045999 0 1 1 0 1 4 4 0 S 5 7 6 6 I 11 0 3 56 Obv11ortron try. MS/fH _FH - /H _ 5/011 S MR 5/19/51G9 54(:14/5/1, S/P/ SIGNIA/5 5/0/7 WTr 5/Pr S/►, - OM" + 56 Obltrv.non Wed. `0 S .09 ..- _ ., A Y.WAIN Type/Grad. 1 1 1 I I r t r r r r r r r r 7. r r 66 lfief.,.6(overage 1f5 its RS r(5 RS +I5 rl5 rt.. 115 +IS 115 RS .95 015 RS +f5 R• 7.Wok two. PNM PALM PALM PALM PALM PALM PAM PALM NLM/6WM S0 9P6 DrMI5 TAPS TOILS ROS 0050 S1RI6 ib.Shad.Cave,T 60% 60% 60% )04( 20% 5% 5\ 5% 10\ 20% 15\ 7 15% 704 20% 15% ION 15\ e.Ills saw T9p./Grade NO NO NO NO NO Y190ROW , SWAM* 140011094 SIMMOW SI4900W 31909000/ 11190600/ IIIARROW S/NNOW SINNO'W LMNDW 111901094 9 P.Ait6lww/7ype RSPA1A1111 rISPMAIIII RSPAmALIL +11 OAAAl4(1 ASPAMAL(L TOS PAM If I_ +I1 PMM111 1LSPAMIML IIII 1fSALEL AR +15 OA I. +fS PAPA!/I1 +1S PM/M.111 MA PM/M.111ll1 5O1E1 RARAMIIII S-PARLLI 5I 145 PMAIIL IWC Paye 438 of 1185 F isure 2 Oc PPZ Data Collection OFe4n Dr P/'1 WNM SPNYnN!/ INn1 MN 72tr1t 1NR41R111 NN711 psvM /fHYM 1$11,. wrE+Ee 91911191119191119111MONO II Strew 1151rwiti Maim( MERMAN 1/ NV,.. 127. 1 Partin!LANE/1TP. IIS PARAI III 115 PARALLEL IFS PARALLEL II%PARALLEL Its PMALI/1 15 .....a,;l 1 YES PAN VAIN I YES PAP VALII YES PAR VALL F n1 PAR VALET 11 PAP. 1 ?• ..E YIS PAR VALII YES PAR VALE 71t PARA/LII R.Mr LArr Type/Me& YESGIION KSgNIIh YRSGIEN YES Gaff YES GREEN NO NO NO NO NO NO NO NO NO NO NO 71 Shade Coverage WS 50% 60% 60% UN •A NTH 1011 15% 10% 406, - 75% 30% 30% 10% 30% 45% R1Meer,row/Grr PALM PAW PALM PALM PALM PALM _ _"___`-7 Map/10111114 PALM/AMNIA PALM/AMMO PALM/AWNING /NM/611010 PALM/ANGOIN7 LWN PALM PALM PAAWN0 PALM, IN 1111rt1r1C0P 10 n5 115 YES YES 115 n5 115 YES nS 115 115 _ AS IFS YES nS 3/5 TI5 I.IMRNI Type/Made I I I I I I 1112.tarp ma wipes on 1*L19 1NE1.L/WIS 110!UOFTS MEI UGI17S TME 110111 TREE110115 MN NOM Me MOOS I.Tiff 1.1341$ Sc.Obstruction Gl.R. 10 1I to ..1 'II 9 9 .1 9 r ,r 9 N 9 —.— r A- _ ____ `.. S1.Obstruction Typo - TRIM REST IC MIT IC/Tr REST TC/Tr REST-TCJT, RI II IC/Tr REST IC/Ir REST TC/T, REST-TC/TI ISI-!CJTI l NG OMb1tl.n&NAN 0 0 0 0 0 0 0 ! 1 1 1 1 1 1 1 1 3 Ad Newer"G..d. A A A A A A A A I. R. G. e. A I. G. A A 4e M1etse0 Co•V IneRy KS ELS YES IES YES K! IES III 5111 RS 115 KS INS RS ERS 115 RS M.Seleerme NWT, 11(551 10(5 1 10151 10151 16110'1 70'1101 IS(55'I 15'(551 15'IS 5 151611 15(55'1 15 IS 5) (S(55') 15155'1 9 5 IT 5r 95(A 5" T. I.1Edne,lt Tye. PAYER PAVER/CONOIII! C01KIEM OONCMR COMMIT! CONCAVE COMMIE 07160137E COPEC1E11 CONCRETE CONCRETE ., CONON''I COPIOUS CONCRETE CONO<TE CONCMTE ___ H.W.IU.bAity Gre4 A A A R. A A A A A A A A A A A A A le LISd U11 MIOO MIND MONO MOD MOIO MAO COMMUIOAA CONIME*CML COMPANION. COMMEN0A. COEMP111D& COMLLRCM CO/AMERCNI CONMrRON COMMCIML COMPANION. MING , 1 Lem WNW I4 105' 11 11 11 .. IA 115 10 14 11 11 .. 11 11 11 11 1.toped - - - - 10 _. - .. NOTES CONSIRUCOON CON5113UC110N CONSIRUtliON A 1101CAIN% ' _ I 7111111 j� 1Ma1 4110It SEFnO I NKR 7Orme $1120_ $Strom 40 RAM 1INeet Clwbwt SI MAK 141Ne0 OIRNIM IS11n4E N110 :, • r li / , E� T'�'�tI r._ r � 1.. _ .D r �•. .� '' '} i • W x ()mar a •(, ' •G!t SAI ' ee 1ilik .1s. 'Y'...11 t+J A. . 1A' i.- -u A:N_ �..• . .. i PPI G , S P0211M 151r 2 Subs INAM 4NEM , Ib11RNw.l 6 Wert 1SLM SWAP 911111 LIMON MUM 13 Street 1 1111111 14 s..• is st.eet Nato NOTES —,.___,� 1.1Mewl . .. _ .. .. iv - - . 1 Ler W1S1N - ICs 11 11' 1: 10 10' I I 11 11 I I' 11 11 11 Da Lowe Yea 1120.0 PARIONC AOE0 —^- OPEN ASMOFIL •■ MAO! YAC/ MAO. MAOI MAO! RIACL MACH RACN _�Cl7RMERMAI lb WSb.bltyGNI A A A A A A A A A A A A A A A A Y.Slievo*Type PAWN COIN-0111 CONCRETE CMICNETl CONOITE WIICITI CONONTE CONCERN CONCRETE COICATI CONCRETE CONCRETE CONCRETE CONCAVE CONCAVE , CONCITE AO SIM.W width 11:591 11'(7'I 105'(591 I0(751 107171'1 10 III 10'(9') 10'III 10 rr1 l011') 10 IN5 I 10'19'1 10171 10(91 7 S'141') 44 ONNNA CININ.rty IRS KS YES TES 705 SIS YES 1/2 KS KS 16 KS KS 11$ YES _ KS V S1.wM Gr.M A A A A A A A A A A A A A A A A U. I ObariNA NNW. 0 1 0 T- 1 1 1 0 1 1 0 1 1 0 1 - N Sb.OMuuctIon Type NP .- NP Pr U SIGN SIGN __.—+ FN/S _ �N. 5 5 Tr ~ 9 7 St.ObtrucTbn Grads 1 10 9 9 '• 10 9 N 10 9 r le.Vahan TNe/Geode I I I I I II I I I I I I 1 1 IRM LYES 1111M . NH1C11 .p YES YES mojimili n5 res rtS VI YES Its n1 n1 115 715 —...----- 711.SRM,typ.!GAP PALM TREES 11!21 PALM PNM PALM PALM TIES IMES TINES PAIR PALM PAW 76 SAWA CoverAle WV 50% A0% 15% 15% 30% 70% 20% 20% TO% 30% 25% 70% 10% 50% l$M Lar Type/GRIN NO GRffN/RIM SRM! WEEN wow/sect SRM, GRRN MANN /10/010f!. NO NO— NO NO NO /10h11C2 SHARE NO —r"MO/MI IMAM 1 Parking Lane/Type NO YtS PARALLEL OS PARALLEL VIS PARALIEL 115 PARALLEL 11SPAPALLEI YES PARALLEL YESPARALLEL nS/MALTA YES PARALLEL v1S PARALLEL YES PARALLEL YES PMALLIL 315 PARALLEL YES PARALLLL YIS PANALL EL Page 439 of 1185 ATTACHMENT 3 List of Pictures Showing Short-Term Improvements Page 440 of 1185 ATTACHMENT 3 Pictures Damaged Sidewalks and Obstructions Removal Street/Picture Names Difficulty 1st Street O1-EB-10-CC&CA 2 3 O1-WB-03-CA&CC 1 2 O1-WB-05-WA&ME 1 4 2nd Street 02-WB-09-ME&JE 2 2 3rd Street 03-EB-05-ME&EU 5 3 03-EB-06-EU&WA 2 4 4th Street 04-EB-03-MI&JE 1 5 04-EB-04-JE&ME 2 1 04-EB-06-EU&WA 1 2 04-EB-06-EU&WA 2 2 04-EB-10-CC&CA 3 3 04-EB-12-OC&OD 3 5 04-WB-05-WA&EU 1 2 5th Street 05-EB-03-MI&JE 2 2 05-EB-05-ME&EU 2 1 05-EB-05-ME&EU 3 2 05-EB-09-WA&CC 1 1 05-WB-11-MI&LE 3 1 6th Street 06-EB-02-LE&MI 2 3 06-EB-02-LE&MI 4 3 06-EB-03-MI&JE 2 5 06-EB-06-EU&WA 2 3 06-EB-06-EU&WA 3 4 06-EB-06-EU&WA 4 3 06-WB-08-EU&ME 3 5 7th Street 07-EB-06-EU&PE 3 3 07-EB-12-OC&OD 1 2 07-WB-12-LE&AL 3 3 Page 441 of 1185 8th Street 08-EB-02-LE&MI 1 4 08-EB-02-LE&MI 2 4 08-EB-03-MI&JE 3 • 3 08-WB-05-WA&PE 3 3 08-WB-08-EU&ME 2 5 08-WB-12-LE&AL 2 3 9th Street 09-EB-01-AL&LE 2 3 09-EB-02-LE&MI 2 5 09-EB-05-ME&EU 1 5 09-EB-09-WA&CC 2 5 09-WB-03-CA&CC 4 2 09-WB-08-EU&ME 1 5 09-WB-08-EU&ME 3 5 09-WB-10-1E&MI 1 5 09-WB-10-1E&MI 2 4 10th Street 10-EB-05-ME&EU 3 2 10-EB-06-EU&PE 1 5 10-EB-08-PE&WA 4 3 10th St Sidewalk cracks 2 10-WB-11-MI&LE 1 4 11th Street 11-EB-04-JE&ME 3 1 11-EB-05-ME&EU 2 2 11-WB-01-0D&OC 2 4 11-WB-10-JE&MI 5 5 12th Street 12-EB-02-LE&MI 1 4 12-EB-05-ME&EU 2 4 13th Street 13-EB-07-PE&DR 5 2 13-WB-05-WA&DR 3 3 13-WB-06-DR&PE 4 3 13-WB-11-MI&LE 3 5 13-WB-11-MI&LE 4 2 14th Street 14-EB-05-ME&EU 4 5 14-EB-06-EU&PE 1 5 Page 442 of 1185 14-EB-06-EU&PE 2 1 14-EB-07-PE&DR 1 2 14-WB-12-LE&AL 3 3 15th Street NONE 16th Street 16-EB-01-AL&LE 3 2 16-WB-04-CO&WA 2 2 Alton Rd AL-NB-09-08&09 2 4 AL-NB-12-11&12 2 3 AL-NB-12-11&12 4 4 AL-NB-18-15&16 1 4 AL-NB-18-15&16 2 2 AL-SB-01-16&15 1 1 AL-SB-01-16&15 4 3 AL-SB-02-15&14 5 4 AL-SB-05-14&13 3 3 AL-SB-05-14&13 4 2 AL-SB-06-13&12 3 3 AL-SB-07-12&11 2 1 AL-SB-08-11&10 3 4 AL-5B-09-10&09 1 5 AL-SB-09-10&09 2 2 AL-SB-18-01&SP 1 1 Collins Avenue CA-NB-02-01&02 2 4 CA-NB-04-03&04 1 3 CA-NB-07-06&07 2 4 CA-NB-10-09&10 2 3 CA-NB-11-10&11 2 2 CA-NB-11-10&11 5 2 CA-NB-17-ES&15 1 2 CA-SB-10-09&08 1 2 CA-SB-18-01&SP 4 3 Drexel Avenue DR-NB-17-ES&15 1 3 Euclid Avenue EU-NB-08-07&08 3 5 EU-NB-12-11&12 1 4 EU-NB-12-11&12 4 major tree damage 2 Page 443 of 1185 EU-NB-14-13&14 2 5 EU-NB-18-15&16 6 5 EU-SB-02-15&ES 2 2 EU-SB-08-11&10 1 4 EU-SB-08-11&10 5 2 EU-SB-09-10&09 2 5 EU-SB-12-07&06 4 sidewalk damage 3 EU-SB-14-05&04 3 3 Jefferson Avenue JE-NB-03-02&03 1 5 JE-NB-04-03&04 1 5 JE-NB-08-07&08 1 5 JE-NB-08-07&08 2 3 JE-NB-10-09&10 2 tree damage 2 JE-NB-11-10&11 2 3 JE-NB-11-10&11 3 3 JE-NB-18-15&16 2 sidewalk damage 2 JE-SB-08-11&10 6 3 JE-SB-10-09&08 2 3 JE-SB-11-08&07 3 inc sidewalk damage 2 JE-SB-12-07&06 4 3 JE-SB-13-06&05 2 3 Lenox Avenue LE-NB-08-07&08 2 2 LE-NB-13-12&13 3 major damage 1 LE-NB-15-14&15 4 2 LE-SB-10-09&08 2 2 LE-SB-11-08&07 2 2 LE-SB-11-08&07 4 3 Meridian Avenue ME-NB-05-04&05 1 4 ME-NB-07-06&07 2 3 ME-NB-08-07&08 3 sidewalk damage 2 ME-NB-09-08&09 2 3 ME-NB-12-11&12 3 2 ME-NB-13-12&13 3 3 ME-NB-15-14&ES 6 4 ME-SB-01-16&15 5 4 ME-SB-05-14&13 4 3 ME-SB-06-13&12 3 3 ME-SB-09-10&09 5 3 ME-SB-10-09&08 3 3 ME-SB-10-09&08 4 sidewalk damage 2 ME-SB-11-08&07 1 5 Page 444 of 1185 ME-SB-11-08&07 2 5 ME-SB-11-08&07 6 sidewalk damage 3 ME-SB-11-08&07 7 5 ME-SB-12-07&06 4 5 ME-SB-17-02&01 4 5 Michigan Avenue MI-N13-04-03&04 1 5 MI-NB-06-05&06 4 3 MI-NB-07-06&07 1 3 MI-NB-08-07&08 1 5 MI-NB-08-07&08 4 including storm damage 2 MI-NB-09-08&09 2 3 MI-NB-09-08&09 3 including storm damage 3 MI-NB-10-09&10 3 including major storm damage 3 MI-NB-10-09&10 4 3 MI-NB-14-13&14 1 4 MI-SB-02-15&14 2 5 MI-SB-02-15&14 3 5 MI-SB-08-11&10 2 including tree damage 2 MI-SB-08-11&10 4 including tree damage 3 MI-SB-12-07&06 3 2 MI-SB-14-05&04 3 5 Ocean Drive OD-NB-05-04&05 2 3 OD-SB-06-13&12 4 3 OD-SB-10-09&08 2 3 OD-SB-15-04&03 2 near construction site 4 Pennsylvania Avenue PE-NB-11-10&11 4 4 PE-NB-13-12&13 1 5 PE-NB-17-ES&15 2 2 PE-SB-06-13&12 4 3 PE-SB-07-12&11 3 2 PE-SB-10-09&08 1 5 PE-SB-11-08&07 5 major tree damage 4 PE-SB-11-08&07 7 2 South Pointe SP-WB-01-OD&CA 6 4 Washington Avenue WA-NB-01-SP&01 3 tree damage 3 WA-NB-03-02&03 3 5 WA-NB-16-ES&15 3 1 Page 445 of 1185 WA-SB-01-16&15 4 5 WA-SB-03-ES&14 1 4 WA-SB-03-ES&14 5 3 WA-SB-05-14&13 3 2 WA-SB-05-14&13 4 3 WA-SB-09-10&09 1 2 WA-SB-09-10&09 2 2 WA-SB-09-10&09 5 2 WA-SB-12-07&06 1 2 Note: Difficulty= 1 hardest to remove(ex: mast arm,concrete pole) Difficulty=5 easily removed (ex: mailbox, news stand, sign) Picture filenames indicate location and are coded as follows: AA-BB-XX-YY&ZZ.jpg Where: AA=first two digits of the street name(ex: 13 or AL) BB= Direction (ex: EB or NB) XX= Picture sequence number within the specified road segment YY&ZZ=Between street YY and street ZZ(first two digits) Page 446 of 1185 ATTACHMENT 4 Crash Summaries Parking and Hotel Maps Places of Worship Pedestrian Generators Page 447 of 1185 South Beach Collision Type Pedestrian 2012-Present C-) • O 1 0 • a8 • B �% 0 . 1 • ( • V s • • � • 2 F enoergF:sner 1 ' K-8 Center ® ® ; (3 . • ® • o a ) 1 05 1 • 0 0 0 n . 1 01) Ti 1 • CD 0 ° 0 1 • o • Of • • • 0 0 C) • • • • u • •rm 0 v • 0 • 1 • 1 • • O • • • 8 • , ♦ South Pante O I ♦ Elementary ♦ I I ♦ I ♦ I ♦ ♦� I Z Legend • • n K-12 Schools ♦♦ • / - - _, Flamingo/Lummus Area b : I.._1 South Point Area ••r r... r. -- - - - -' N 0 0.05 0.1 0.2 0.3 0.4 _ n m sem.... Miles /V Page 448 of 1185 O P. r 1 • Hay Rd ttaY ltd w v 1 Wect Ave* A O �`*+`-,- t Av '''";11:„.0.. 1.7.3t:;"40.":7 saA► .Ulan Ct v. n Altbn(;t - 0 • AitOw ISE 4x1eM!ri { O w Lenon Ct i 7 tsAaaCt } Ti/ tw+oa A . .•tw Ava reA.• - aKt :la:a:4i Av•atich.gan Ave s! an Aretn 4e r0t fettw4Jeti+Rsa. x. 01 ,• Idlan t! IA MCritltaA 4:tgg D:. . •� 9Mer.d+anAye .a.r3S },tea ldtan AveN3 w auwe " w '•+ y F uclid Aye "' ve Y c+ I � Ptn`p,}Y WitlN C1 : ® JAS L r 1!i PAI�Ivanti[t N t} . 4 7C 6 Di .ylr3n;i e r g O Venn}ylyaAia Ave"' W Y 9 N �_As," GetM " i lit N peet•M CI!! �' a O px ea At Ava r- ^ .► DV wash * Ctrs.et Av. f+ ,.tri Cf YYa}b,,A _atr. Y t�D O ct raOt A*, N CD 0.1:41. • N -,3 ' �r gcern Cf Corrin} Aye a nal v . Coa3 O p ito5,..•.d >i If �" 1.. • S+ac r.a•a n N O t N O p ~ r T O Qt • O I o..r 5,A.. aa)Rd ear ra r :41 ti • :. 8 4 y Ant Asea ti Nes,A.a! a I M • • ewr l•.}►LX mica Ct v. a .e Ada Ct pMs141 • r4 to AftviRi tr.}ct O f9+ tMml tt taxa Are © •-t tent.Ar. i.n s.Ar. .a a,. • , g .mac, ... 1`.... ili 4... i n ,Jtlgs�e Ct M}citl as Are °` Ca v..40 ay. * ,.IYax'Ma i w • Q Mlchapan Ase * - x"`i 4 11. 0n• r iID. tr " _ a t i w so t 400•41a • . rK;tlk Ali:cti ; e r D `` • +_ 9 ..r4Aian it of Yr % w _ 8 $F..w + a u w w 9 t z1 l '= s r i3 [ictttl Av. er "° pyw•a►.[� t x I sr P.nnvYbaaq CI p " e 7,7 t"r.TM « G s t $ } O -yx yam;,., law• n M. 1 p,. pMn}YirlRia Arf a .5; }Cr �.. 2 a • P.4 woes vtp rN ****A41•66 `K Lta.itct Ara I N a Co........., 141 tit O } eMMree A►•0 '� O tr, "Yew tr a 3..ar Aw Ch D4..Qt tan C{ °;Are .a l H • r.,,y I O m i i r 4111)•• • flan V ... O ] rr<x ar.'f R70 03 "• ..y aD1..ti S • yr to at O .aa.c: a ... um..Arr 100,ttea A,. • ,� t *,„„,„r'ct spao.a. s : O O • r s inew.s aw alit } f'' 9 „rtn...A:. tn ‘14 3 7,,..a.4 A.. E3 A 66 1 IV to at gr ; A 0OOO .atr cw t ta.. a 7 r>, yN NC Op.I-, 'c,, aa„}acr "a ba NNO iiimiNV 1. crl at o Ocean Blvd/5th Street-Crash Summary12 (2012-2016):013 . Distributic-- • Crash Type1013 By Year h1. ¢ ■ 70 101s 701, •4edt4'r,tn4 •94140014 SHat MlWsts •FBtRMrst4 •Rutb•lt#^ • Distribution of AU Crashes by Crash Type Distribution of All Crashes by Driver Action CANIS CONTRIBUTING ACTION 63 ... -- as 11 04E10 W AGRSNF.EVATIC,RCAES 1 1 541E10010 OR 0140,0(1)EOE TO VA 12 — 77 00/E14[0091lECTv14/OVERSTTERING 4 1 'SRf GMOE O O'434 ROAD MMB W G 0 0410 GMOEO OTHER 711A24K WA/ 1 1 RAN 04f 140A0W47 1 1 E 04410!0 OE.UEP*O4ER LANE MR 13 WRONG SIDE Of WRONG WAY 4 1 ERCfl0ED 4o5*T054fSO 0 /10A41104EA 4A4&1IG Bl 10 .1.111. 1111.111111111117 RAN 5704 34011 E 3 090VE 700:A57 GOR COfp4t5115 4 1 A4.- 3. WISED 140107 4 1 OOILOWf0100 ClOSOLS 11 37 in 77 47414104ER TURN B1 10 rMp1104fa BACUNG •7 IMl0T0YTEIURIGNT OF-WA4 •l•2B 011447E0 MV AV CARLESS OR NFGI 110 C0N7R>StJTING AC'O*I 11111111111 90 NO'COOE0 B)B7B7flB7B7B1 47 -. 17 0 0 SO 100 ISO Distribution of Crashes by Severity&Type Distribution of Crashes by Traveling Direction&Type 1. I L t i NB SB WR . COW, .4J404'-40'•Mi 4.:TW 40•r471•V«,•,A44,10140 •4i4IO?O 4<t0•►.'Ci*A, •440•00(4IKA.+r •.44Y0 TAR •-.x100[0"00 C.0440 1.444113.4447 •••01'004A4'Kpc04A•7t*1 •4MIAA •:s44.0•la•4544✓_ R[Kif0I(POMPl f4- •*404.WV.W•4444.Dar .40(49^0(444 ••4. ta•M4t*4.006' ....•.••••0, 4444(40.14 un ■...SJa 40+r•,..•t* 4*. 4404.41rr4444A{4r+«'.•"' Riw7 r^0*4x'•11^^.' rr •'Y`4y4YTa4.44C<Ka.4 .O.04,riU'**0*.Y+6* Pape 450 of 1185 Alton Road-Crash Summary(2012-2016) Distribution of Crashes by Year Crash Type By Year 1 to 170 100 RD -0- 6°60 1H 2111 20 , :1 11, • 1011 2011 � a Distribution of All Crashes by Crash Type Distribution of All Crashes by Driver Action OTMERCONTR[Ru11NG ACTON 1=1111117+'• t14004000 ON 6 OPER MV AGRSM,(000K.RCRIS 0 SWERVED OR AVOIDED DUE TO WI • 3 0,012. •. OVER{ORRECTNWOVERSTEERING 0 .SREWRDED OTHER ROAD UWIOOG 0 +tar,10 YM 2 DISREGARDED OTHER TRAFFIC AGN E I RAN 011 ROADWAY 1 I RM TO Td( •4 1A'iE D TO REEF rN Mac/mw • I AMONG SIDE OF WRONG WA9 0 5045W91001 Dq •S ERCEEDED FOSTED 54E01/ 0 :IMPROPER FASLNC all 10 Stx\wn 1ARN il,. R RMI STOP SIGH a 5 DOM TOO FAST F041 C0/101110195 0 Aw417 IIIIIMMI1111111.111. RED L1641T 0 FOIIOWID TOO CLOSE 16 0132•23 r0 01011 IMMO 16 IMPROPER TORN MO11 IAIROPIA AACIONG •S rem 1 ID+lu 9: FARED TO'MID 111G6T-0E-11/A0 12 OPEMTED MV N CARLESS OA NEGt 124 601 07010 0 140 CO OTRIRUTING ACT,ON SS NOTCODED 11 0 20 40 n0 RD 0 SO 100 ISO Distribution of Crashes by Severity&Type 15 20 15 10 0 .1 moi, —■ Sand Ow Related F•4011r1 Nen iNM hwrw •N0,1001D •C,(06,4010•SACYC14 .MM'w W.!Mnn,J.Eli •060000.4,0R t).4,10' 000.0.0 01(000 0•4•491/.r. 1100.0M0190(0011[. 00010014„ 000041'00..0.0010.0*0+1 OW,4TS IAA 0W.1041S 031.0 011C14019,010040116 •00a0101000000 W0. 044410`11 all 0oft••0Nt 0160 •.NI 000.00.0./0. •0601640)40004111RMFC 0000 •00.160.0.00,01••0+0 44.4•000 •C01$c.R1CMfi0vlKtt1•'s- •.M RH11.0.H0a. ,(1 M. N..•4.0,YAW,.M.•.40 •(P F•[1a:wF'01..1 Distribution of Crashes by Traveling Direction&Type TO co <so 4 T.0 1 2 0 Io o _ .i w_. _ _ .1... . .. • ▪ �. .«,,0.1.140.4 k,.r. •1 1111,....:. .. •....01111111.61,0, 1•••4, •.•1i0.+e'00:,0.o, 500409 A 044, •t1 .'C4„YIi 4ri 11. 01 w • ,a + .w.0.14.0 •N000w•.Mfw... 04•000 u^1:.o*rn,1uWn.;: •.•1•..+0•601010.1.•.. •..1i%IC O10..I.Y30,N. •6.•1.10.'hNM4. •001100100'011130.'6-.r_h •10.00•+p0D 0401•wJ[-W+.nO. •101.106.11.•,f,}9.1.5'l.tg0 •4.1.19 M 400010 D,•,n W •O+0.W 00040 1016 0311. 000+0.CT0'00,110K 16,04 Page 451 cit 1185 Washington Avenue-Crash Summary(2012-2016) Distribution of Crashes by Year Crash Type By Year IL IL 2013 2_:4 • - Distribution of All Crashes by Crash Type Distribution of All Crashes by Driver Action arias COr.TIMUT4I0,AC LION 6/4414C.T. - OKA W AGRSM,(RAM,ACRS 0 WEAVED 00 AVOIDED DUE TOW I 1 • OVER-COOMORWS/OVIRSTURIWG I `#GMOtO OS1 411 ROAD MM4ING 0 %All TC 4te• '•ISREGMIDED OTNI•?WOK LGN 0 RAM Off WOADWAY t REM rc,. 1.1 :: IMSO TO IMP W•WO•fR OM 19797 11 AWorw SOF Df rrWOMG WAY ( t StOnw•L Cwt- - 1 I f 10Ef OED•OSTEO SPIED 0 MASOHR R&OSING I I ssN s S•4•, 3 RAN STOP LGN •4 040v1'ODI ASV FONCOMOTIONS 0 •n.. 11.1.1MIMMOM_ RAN RED VONT •4 fOLLOWEO TOO CLOSELY AMES X ware'TO' - •3 *49110/01 NSW WI II INMROPIR BACWiNG W 9 -.Ow IG 4uw (MED TO Of iDW s°Of-WAY 111.191MS77 094 RATED UV W CARLESS OA NtG VOs CDoto No coNra suTR4G ACTION NOT COOMO SA 0 SO SO Distribution of Crashes by Severity&Type 1 SAwd B.A R•tltett I xa•..r. PT,f•.•1'n, .n •.+(W. ••GtM`N:'rw.K'..M •. ..• 4.., • ..1. •.. .. n. •A+.. •..ti • •4_+_.:w(^^JJC.714, Watt iin• •(A«'m •Lu1t.H In. R+••�`M• UMc. •(.. •.•KM•JfJ*MOWS Of •,..A11,I 1111 A^•i+r•..M • • 0,41 ru...14A •D,A,0,40 0'W1.N(I4& s. SSS S •1NM r..:;.•Nl.r ..• •cl.f•to.4.rn ,••'. •.r,. Distribution of Crashes by Traveling Direction&Type lOD C so w >o ' • I ..�_ • 6.1 . _ 1. •16 s• fl wB v^•" • 4.6064 •w,rA.rt+...64.,001 .•.Ir A:.4...to ••4•.nwn,Dw...r• ••••••••••••••••• ..w,•.. SSSS M'•:TMFD 2Y,(.04.! SAM•4...A•e •U.U11';%'M''..A1t.A.,•CMA UAW LMA AA •.•••[/•••yl.•: NY•It«.A'•.CI! ••.•4*CSOY[•MC.w4! ■.a..T@4•.A.AM*tMf •W o,MUM.. e•'l4YM.OM•'W.•WJ• •')MAI,AA '.w*as, •W'Uir(1*QYTt.-... •140.1r2Oc*L AN,Dle'DM pit M(*4•Set 1W414441 son*.COW. .^•114:•4•• Page 452 of 1185 . . SI a� _pow Public Parking Spaces south of 17 Street 11 NO. Parking Lot or Garage Location Spaces P1 South Pointe Park 241 P2 South Pointe Drive&Ocean Drive 59 P3 Washington&Commerce 14 P4 1 Street&Washington Avenue 29 PS 4 Street&Alton Road 25 Ell G8 5 Street&Alton Road-Garage 520 G1 7 Street&Collins Avenue-Garage 659 P9 11 Street&Jefferson Avenue 117 P10 15 Street&Michigan Ave(Softball Lot) 144 P11 6 Street&Meridian Avenue 27 P12 9 Street&Washington Avenue 22 P13 10 Street&Washington Avenue 37 G2 12 Street&Drexel Avenue-Garage 140 P16 13 Street&Collins Avenue-West Side 50 G3 13 Street&Collins Avenue-Garage 293 G4 16 Street&Collins Avenue-Garage 820 P18 Lincoln Lane S&Meridian Avenue 38 P19 Lincoln Ln 5&Jefferson Ave-East Side 20 P20 Lincoln In S&Jefferson Ave-West Side 65 P21 Lincoln Lane S&Michigan Avenue 22 P22 Lincoln Lane S&Lenox Avenue 20 P23 16 Street&West Avenue 32 P24 17 Street&West Avenue(Epicure) 68 P25 Lincoln Ln N&Lenox Ave-West Side 86 P26 Lincoln Lane N&Lenox Ave-East Side 106 P27 Lincoln Lane N&Meridian Avenue 151 GS 17 Street&Pennsylvania Ave-Garage 1,490 G9 Pennsylvania Ave(17 Street)-Garage 572 G7 City Hall Garage(18 St&Meridian) 667 4111411111146 P29 17 Street&Convention Center Drive 160 Total Parking btw South Pointe and 17 St 6,433 i KSKEITH Miami Beach Public Parking Areas SCHNAPS South of 17 Street Figure 1 Pape 453 M' 85 uvsuCsi _ ivy, o, Ci deV' * * Iii!18thSt Oa 18th St a CITY CENTEFit t * * 17th St Way , New World Center © * * eti efl Lincoln Road Mall 0 M i a i ,if 4 0 16* St LANs Miami Bea* 0 co C * * * * if a15t) St * r rt Espah*W* Ilk S o 14th PI * x ti:-) lOr D t ! la m * /i t * Q Flamingo Park 12th St I I SOUTH BEACI 04. Mondrian South Beach ©* 11th St * Whole Foods Market © * 10th SI * 1rius P;Irk 1QthSt _ 9th St r FLAMING � #ango' s Tropical Cafe D / LUMMyi; . , D m mi el, 8th St lr *W*iiVillie s E'' Id 7tt r A 6th St * aD >A * FA) _ WI St a► 4th St a 0. -,ip1 0 0)o �' 9 Meloy t % Channel -Po, > *1 st St 1,' * Joe's Stone Crab Q o 0 Nikki Beach Miami o • South Pointe Dr c, If�'riSouth Pointe Beach 0 Antarcttc�a way F,I co South Pointe Pier e Go g!e My Maps Location of Hotels and Motels K5KEITH SCHNARS In South Miami Beach Figure 2 .y..5.of SS c c)-x618th St 18th St e .< 18th St a 0 Temple Emanu-El Chabad of Venetian 0 17th St Synagogue © & Sunset Islands... CD ._ , 0 Miami Beach CD n Community Church D 16th St o 16th St co au z 15th S Espanola Way -� Pentecostal � of `° Church of God IM Eruv Miami Beach © u 0 a) C D m ® South Beach Fellowship Q1 Beit Chabad 11th St K 10th St et4 ii; 45°' ° FLAMINGO N 9tnst D D / LUMMUS D CD < < `� m fD 891 St n a Island Shuva Israel South Beach D a>St Francis De Sales 0 Lighthouse Church Catholic Church 0 A�J 5th St 4th St 0 -57 Aquarian Foundation Meloy 'o,) Channel -pa 2nd St 0 1st St ro 02017 Google-Map data f 2017 Goog Location of Places of Worship KEITH Figure 3 K SCHNAPS In South Miami Beach .ep•♦SS d t+3S ZQ 1 ge ;. . . . .�. . . ■ , ■ ■ • • ■ ■ ■ ■ L • ■ �N \n�y70 ■ ■ • • ■ • • ■ • • • Irl ■ t 1 La`_� , � � I -, ■ ■ • ■ • • ■ . ■ , ■ w iii 1 DREXELAVE DREXEL AVE VY, 1D 1g 34vsN 7103 • 'z zN PENNSYLVANIA AVE 1 a = 1 I is a V 1 EUCLID AVE 1ts F I 0 ,K .F0 C Li. CC I i 3AV NVI0121311 , ,K 13 .- N C e S 'En Ill N II+ l CU caO 1 0 U) JEFFERSON AVE s F f0 Z = I JEFFERSON AVE >' m 1D ~ ■ a o I ` k 0 _ - 3AV NV`JIHOSA 13 a '. (4 E- (n V J 1 MICHIGAN AVE `� � MM� I '��• W — 1 '' - _i 41 O r IAV XON31 ryry 1 I la B ,Y,,.• ra LENOX AVE )- N E� 1 ii ENOx Cr ' ,K C I s%._.___tit,,ir___.., fr .,-_-‘1t . _ _ :3.., k . . t W. cc w u 1D NOi (/l t31e1 i N m R3ntl 153M V Li a h C aO N e TQ cti CC e r w a O E m d m o 0 6rn ~ e > > > 3 a mEW J o — _x ub 2 rt et ft CC fn J m uQ = BAYRD 1 e e -t1 it I O c col■ ~■ ■ 0hleg!" ANR rill Mom 1 flail ST t?TH ST tPTH ST re lMaa NArow W � W. > �1 TT z tATH ST i IaTN 5? ;Eh1 ST w i. ... Mommort in K ni. t i 1M9/11�Z ff]] Op TH SI W v. o mac✓ __ _ �r i •. • r.• .. 4 [iN,04 1 LINCOLN RD u w 1 ".� LINC 01.N LN f t LP4COtNTER t r etc t 6T H SI wj 's aWC +STN TER Q tar.4 ST f SIH ST E$PAk{OI.A WAY S 4TR 1{R1 PL1411.4 GT A Tlt TE 141514 SI t{TM St U U MONAD TER ;IT),sT 6 13tH sl Nommse M t(1/191 1,7TH\? P JI u K 1t IH JI 's te{; 1 ..S.+ Y y. t6TH ST 1 `" •wwdt IP 9T14 ST t . 1¢il Kp STH ST 3 S (, p 714.ST W 4 ft rp. il W = 6T145T K C.+wT+" t 8 a crw CT a 1y,�ART141A1 Ggt v G yy� �`` G i V� /^�, AIM St i't _ l.w..n.\ MaM Makwa. 1Nr y L+*+/J IiftsoMs •, •w.:. 3440 91 U 1.4“osTRA 2140 ST [{ a if IM 'STsr kA...: h: COMMERCE Si $P."$Tt OR 4VFr h,+'o II 0 0.1 0-2 0 4 A Hides KC SCHNARSKEITH Major Pedestrian Generators Figure 5